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HomeMy WebLinkAbout36714-Z ®gl1EFOl,fc Town of Southold Annex 4/30/2012 P.O.Box 1179 co 54375 Main Road o� �IV Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35566 Date: 4/30/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2195 Ruth Rd,Mattituck, SCTM#: 473889 Sec/Block/Lot: 106.-7-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/8/2011 pursuant to which Building Permit No. 36714 dated 9/27/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issuedd is: garage addition and patio with pergola addition and alterations to an existing one family dwelling as applied for per ZBA #6491, dated 8/18/11. The certificate is issued to Zachariadis, George (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36714 4/20/12 PLUMBERS CERTIFICATION DATED 3/28/12 Howard Wolbert Aut ued Si ature 3L TOWN OF SOUTHOLD ysuFFoc��oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36714 Date: 9/27/2011 Permission is hereby granted to: Zachariadis, George 2195 Ruth Rd PO BOX 390 Mattituck, NY 119520390 To: 1 construct additions & alterations to an existing dwelling per ZBA decision #6491 as applied for At premises located at: 2195 Ruth Rd SCTM # 473889 Sec/Block/Lot# 106.-7-5 Pursuant to application dated 9/8/2011 and approved by the Building Inspector. To expire on 3/28/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $704.80 CO -ADDITION TO DWELLING $50.00 Total: $754.80 Building Inspector Form No.6 TOWN OF SOUTHOLD: BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must-.be filled in by typewriter-or ink and submitted to the Building Department with-the following: -A. For new building or new. use: 1. Final survey of property with accurate location of all buildingsi property lines,streets,and unusual natural-or .topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. - 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements- B. For existing buildings(p.riar to April 9, 1957)'non-conforming uses,or buildings.and"pre-existing"land usesi 1: Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features- • 2. A property completed application and consent-to inspect signed by the applicant. If a Certificate of Occupancy is denied, the'Building-Irispector shall state the reasons therefor in writing to the applicant- C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,. Swimming pool$50.00,Accessory building.$50.0%Additions to accessory building$50.00, Businesses$50.00� 2- Certificate.of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: V _ Old or Pre-existing Building:- g g (check one? Location of.Property: �2 19 S Road House No. j1 Street Hamlet Garner or Owners of Property: (- F-Ij,P�� AI e—H A I'/ A 4-k I s Suffolk Eounty Tax Map No 1000,Section /D Block 7 Lot S Subdivision Filed Map. _ Lot: Permit NQ. Date of Permit. -2 7 / Applicant: Health Dept.,Approval: Underwriters Approval: Planning$oard Approval: Request for: Temporary Certificate Final Certificate: V (check one)- Fee Submitted: $ AnDlicanf ignature pF SO�lyo Town Hall Annex ~� l� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richerta-town.southold.ny.us Southold,NY 11971-0959 'r4UNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zachariadis Address: 2195 Ruth Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 36714 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures ... .3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures. 26 CO Detectors Sub Panel A/C Blower Range Recpt 1 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt EmergencHy Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan Notes: Inspector Signature: Date: April 20 2012 or 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. �� l Owner: : (Please print) Plumber: lT14,0cam, 7 !i✓?��'`r (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 2 s V1 day of MO-4-CA 20� ELENITA M.ARIAS Rotary Public State of New Yost lo.0I806046154 Qualified in New York County Certificate filed in New Yak Count' Commission Expires ��=-� Notary Public, ` L�K County pf SO�jyo�o courm,�' TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 [ / INSPECTION FOUJNDATIONIST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G' c J 1 � Z—,6 A v �l DATE INSPECTOR 3 �O��Of SO(/T�O! 7/co `ycou�m,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,/,./' NSPECTION [ IF 6NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OL SO(/lyo cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOU ATION 2ND [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE A9 1 C r INSPECTOR OF SO(/T�O� c/ G Q �O c0UN1`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FO ION ( ] INSULATION [ RAMING/ RAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR x� DATE INSPECTOR OF SO(/T��lo �lycOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ - ROUGH PL13G. [ XO] FRMAMING UNDATION 2ND [ ] INSULATION /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ff i� C DATE INSPECTOR OF SO(/j�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION VMJECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: R DATE - { INSPECTO ' OF SOpl�olo C� co ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRES FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 67(C DATE l �� INSPECTOR i pF SOpryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING K FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRI AL (F AL) RE ARKS: � A DATE INSPECTOR SOUIyo� 367/ q- o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t -3 —��-- DATE INSPECTOR Of SO�Tyo�o ^^•� cOUMY,� VV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) g ELECTRICAL (FINAL) REMARKS: DATE - -INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION IS 01 C FOUNDATION(2ND) 14 91 �l� / �► ROUGH FRAM UG& PLUMBING l 9 lJ IMULATION PER N.Y. ' STATE ENERGY CODE ' 4 FINAL ` ADDITIONAL COMMENTS tj 12 , L Ait-h�l c- bi g 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL :Board.ofFIeatth SOUTIOLD,IVY 11971' •.4,sets of Building Plans'. TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 survey l . . SoutholdTown.NorthFork.net PERMIT NO. Check Trustees Flood Permit Examined. .20 .`� Storm_water.Assessment Form Contact: Approved 20 �� Mail to; Disapproved a/c(C 5 //o hl Phone ; Expiration �2O Building nspector Pa �,; �, U PI�XCATION FOR BUILDING PERMIT APB .�.g 2b11` .. Date INSTRUCTIONS. is a { Pln.., . ...S be completely filled in by typewriter or in ink-and submitted to the Building Inspectorr with,4 set of plans,aOttJt9tA�d Lean to scale Fee according to schedule. of plan showing location of lot and of buildings on premises;relationship to adjoining premises or,public streets,.or areas, and waterways. c.The work covered by this application may not be commenced before,issuance•of Building Permit,+% "d:Upon approval'ofthi's application,the Building Inspector will issue a Building Permit to the applicanf. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied'or used in whole or in part or any purpose what so ever`until fhe Building Inspector' " issues a Certificate of.Occupancy, £Every building peniu't shall expire if the work authorized"has not commenced`within.12'inoriths after,the datelof. issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have be-en".enacted'iri.the interim,the Building lnspectoririay.authorize,in writing,the extension:of the permit for•an addition six months...Thereafter;a new permit shall be required: v_ : APPLICATION LS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to;!the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings„additions,.or alterations or for.removal or;demolitign as herein described.The applicant agrees to comply with all applicable laws,,ordinances,building.code,hol smg,code,and regulations and to admit; authorized inspectors on premises and in building for.,ne'cessary inspections f (Signature of applicant or name,if a corporation) . . . .. `�`��� ram`%a;-�+ �'���✓w• ' (IvTailing`addresst of applrcatit): State whether applicant is owner,lessee;agent,architect, Mgineer 'general contractor;electrician,plumber or Wilder Name of owner of premises X/A (,d p/s (As on the tax roll or latest deed) - If applicant;is,a corporation, signature of duly authorized officer. al'Ifh S 'wig /✓ //V .. , .. , .. .. ., r'}l. .. • (Natrz�; l�Ea corpppate officer) Builder. ,c i'se ri �a T z o T Plumbers License No. EleetriciWs,,L c6hse No.: Other Trade's License•No: 1. Location of land on which pro sed work will be done: House Number Street Hamlet.. ._. . . . ., ,:,.. . - County Tak Map No..1000., Section 1,. Block 07 Lots;: Subdivision Sp vSe7 /�A�2O LC .5 SFG 1, 7 Filed Map No.J_4 ¢9 Lot 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction:....r' a. Existmg:use and occupancy 5-V 4,4 .r- r14111, g'(c i A. b. Intended use and occupancy 3. Nature.of work(check which applicable):New Building Addition Alteration V Repair- Removal Demolition Other Work (Description) 4. Estimate41C6st.. ?!• G Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units' e v/�- Number of dwelling units on each floor If garage, number of cars ' 6. If business, commercial or mixed occupancy, specify nature and extent of each-type of use. 7. Dimensions of existing structures, if any: Front 5'/. I Rear 5-1• -Depth Height 3 D Number.of.Stories_ 7,1d4 T".1 i°4. yr Z Dimensions of same structure with alterations or additions: Front G3% ; ...T :; > earrM -R Depth 4�1 9, 3 Height ` 3 `< Numbdr f 8.`tot`ies'!_�,��r. 8. Dimensions of entire new construction: Front Rear f iepth f Height Number of Stories r � 9. Size of`lot:Front--'I- , Rear. Depth. , F 10.Date of P4i,-hasie I ')F ` Name of Fdriner`Owner Q' . 11..Zone or,use district in which premises are•situated ' 12.Does proposed;construction violate any, zozi' ,g law,ordinance or.regulations i�ES 13.Will lot be re-graded?.DES ; ; ;NO Will..excess! ll be removed from premises?YES NO: 14.Names of Owner of Address Tz7,a Phone.No .Name of Architect 75 7"tia 4.)5 Address^SoT r� Phone 1�To= = 7ss's- . Naive of Contractor S� Address Phone Not 15 a. Is this property wtihin l00 feet bfa tidal'wetland b'r a freshwater wetland? *YES�_'NOf * IF YES,'SOUTHOL;D'TOWN 11WSTEES&D.E C.PERM 14AY'B CTIRED, b. Is this property within 300 feet of a tidal wetland? *'YES * IF YES;D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at.a iy point.on;property is at-10 feet or below, must provide topographical data on su ey. 186_Afe;there.any.covenants:and.restrictions with respect.to this property?.* YES NO.. * IF YES,PROVIDE A COPY. STATE OF NEW YORK) c SS: COUNTY OF S . X �7` �J� being duly sworn"deposes`arid'says tTiat`(s)M ie' t e dpplfcant' (Name of individual signing contract)above named, CONNIE:Di BUNCH Notary'PW State`'*New''York (S)He is the "i wrtii — ��i T cT• _ No,016061maw _y (Contractor,Agent,Corporate.Officer,etc.) . A 1 CommisskmExpl�es� �ri1 .ri of said owner or owners,and is duly authorized to perform or have performed the said work and to make;and,file tius,:applicatlon that all statements contained in this app ication are true to the best of his knowledge and belief;and that.thc.work'will.be•, performed in the manner set forth in tht application filed therewith. Sworn to before me thi `) day of. 20 Notary Public'• Signature of Aplilieant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 16, 2011 TO: Garrett Strang for George Zachariadis P O Box 1412 Southold, NY 11971 Please take notice that your application dated April 29, 2011 For additions to an existing single family dwelling at Location of property 2195 Ruth Road, Mattituck,NY County Tax Map No. 1000—.Section 106 Block 7 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed additions on this non-conforming 20,000sq. ft. lot, are not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognizedy the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots between 20,000 and 39,999 sq. ft., the required side yard setback is 15'. The proposed additions indicate a side yard setback of 12'. Authorized Signature ; � BOARD MEMBERS ��F$OUl Southold Town Hall Leslie Kanes Weisman, Chairperson O� ypl 53095 Main Road •P.O.Box 1179 't 4 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �O �� 54375 Main Road(at Youngs Avenue) IyCOO � Southold,NY 11971 E d http://southold"town.northfork.net AUG 2 4 2011 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BLDG.DEPT. Tel.(631)765-1809 •Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERiVIINATION MEETING OF AUGUST 18,2011 ZBA FILE: #6491 NAME OF APPLICANT: George and Constantine Zachariadis PROPERTY LOCATION: 2195 Ruth Road,Mattituck,NY CTM 1000-106-7-5 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application is not subject to review by the Suffolk County Department of Planning. LWRP: This application is not subject to review under Chapter 268 because does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a rectangular shaped, 20,000 sq. ft parcel in the R-40 Zone. The northerly lot line measures 100 feet along Ruth Road. The easterly and westerly lot lines measure 200 feet, and the southerly lot line measures 100 feet. The property is improved with a single-family dwelling with attached garage, as shown on the site survey drawn by Garrett A. Strang dated April 28,2011. BASIS OF APPLICATION: Request for Variance from Article XXIII Code Section 280-124 and the Building Inspector's May 16,2011 Notice of Disapproval based on an application for building permit to construct addition to a single family dwelling at 1) side yard setback of less than the code required 15 feet. RELIEF REQUESTED: The applicant requests a variance for a side yard setback of 12 feet, when Code requires 15 feet. The Applicant proposes to construct a new 12.6ft.x24.1 ft. single-story garage da dition, and 12.6ft.x 16ft. patio with a pergola located in the side yard area. All proposed construction will maintain a 12 foot side yard setback. ADDITIONAL INFORMATION: There were no objections submitted by any neighbors to the Applicant's plan. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 4,2011, at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property, an assessment of the character of the neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I Page 2—August 18,2011 ZBA File#6491 -Zachariadis CTM: 1000-106-7-5 1'' Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed garage addition will create an attached two car garage which is customary in the applicant's residential neighborhood. I 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. A garage addition with a narrower width of 9 feet to allow for a conforming side yard would compromise both the function and appearance of the garage. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not substantial and mathematically represents a h 20% relief from the code. Further, the adjacent neighbor's side yard is also open and unobstructed and the side yards appear to be spatially large. 4. Town Law &267-b(3)(b)(4) No Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The land where the garage and patio are proposed is basically flat. There will be no trees removed, or any other significant environmentally sensitive features that will be affected by the construction. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created, but is the result of the house being constructed exactly in the middle of this property, resulting in a building footprint with two equal side yard setbacks of 24 feet on a parcel where a 15 foot single side yard is required by Code. 6, Town Law §267-b. 'Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single story garage addition and a new patio with a pergola, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried to, GRANT, the variance as applied for, and shown on the site plan labeled SP-1 and architectural drawings labeled A-3 and A-4 prepared 4/28/11 by Garrett Strang, architect. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a I possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. j Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Horning, Goehringer, Dinizio, Schneider. This Resolution was duly a opted(5-0). 91 Leslie Kanes Weisman, Chairperson Approved for filing g 1 -1 /2011 -` _,, r r rr...� rev. yr vvv✓ r i R OA 185`40'^ , �20' W Do 1 . _ S 1�°39 tip• �' UTH 0.00' R io c.n ,2.0"15. N 11°3.9 cn Z Z rA 1' O p.• v'. eory 9oage- use� fro ho o h.o Kk 0 of 9 sG t, �o ArB0 , 001 100 S 120"W dot �6 Lot �5 NO TE. MONUMENT SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUN T Y ON APR. 9, 1970 AS MAP NO. 5449. REVISIONS . YOUNG & YOUNG MAY 13, 1971 400 OSTRANDER .AVENUE, RIVERHEAD, NEW YORK JUN.25, 1971 ALDEN W. YOUNG HOWARD W. YOUNG DEC.2,I97/ PROFESSIONAL ENGINEER AND LAND SURVEYOR LAND SURVEYOR, N.Y.S, LIC. NO, 1284E N.Y.S. LIC, NO. 45883 SURVEY FOR: INLAND HOMES, INC. LOT 9 " SUNSET KNOLLS ," SECTION TWO AT GUARANTEED TO: MATT I TUC K SECURITY TITLE B GUARANTY CO. TOWN•OF SOOTHOLD RIVERHEAD SAVINGS BANK • SUFFOLK CO., N.Y. 8 ���rth.�iGv SCALE: 1 u= 40� DATE: MAY 7, 19 71 NO. 1 -236 LOT AREA = 20,000 SQ. FT. RUTH ROAD N 71°39'20"E 100.00' FD MON FC MOON o 185.00' 1.4'W 0.8S o R=25.00' L=39.27' x �, o rt a C/) _l C z (0 7` x L 24.6' -� z 24.4' Co apron CO z N x 2 STY FR O DWELL roof d cnl3.3' 11.9 -12' NO o, O13.7' � L4 rn I 16.6'GAR C4 c0 O r-' 9.1' fTl a 1 STY r— ry roofed O z Zr0 over o, -I C o patio z — 25.6' C W m " m wd deck foundation co m v fTl 7 O To OD J O N � O O O � O O ` O fenced in fr shed garden FC 10.5'x9.3' Ofea x� 0.6'E FC FC 0.6'W shed FC x 0.7'W 0.4'N 6.8'N 0.4'E\ 0.6'N post & wire fence on line FD (�' ]ID lJ VS 71°39'20"W 100.00' MON OCT 17 2011 LOT NUMBER 15 LOT NUMBER 16 BLDG.DEPT. TOWN OF SOUTHOLD THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 1 1-221 FILE No. SUNSET KNOLLS INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS. ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTIDN. SURVEYED FOR _ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 9 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THEMAP OF SUNSET KNOLLS, SECTION 2 SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFF CO OR SUBSEOUENT OWNERS. UNTY, N. . COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 10-12-201 1 EMBOSSED SEAL SHALL NOT BE CON9DERED TO BE A VAUD TRUE COPY. FILED MAP No. 5448 DATE 4-9-1970 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-106-7-5 DISK 2011 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVE-R. NEW YORK, 11792 yy��. LI No. . 2115- 631-929-4695 I HAROLD F. TRANCHON JR. PENAL. L.C. No. 2115-E LOT AREA = 20,000 SQ. FT. R UTH ROAD N 71°39'20"E 100.00' FD MON FC FD FD 185.00' 1.4'W MON MON 0.8S Q R=25.00' x y L=39.27' o ; C o a Cn z ' z 24.6 Z 24.4' -< 00 apron N x 2 STY FR4 00 m O DWELL roofed an 25.1' N 12 over co O 4�1 13.7' - -p- O I GAR c 4 O o 28.0' Rl —i n 1 STY _ roofed Z o over C patio Z �, 35.4' 16' 12' C rriof 'c wd deck trellis m 01 35' over CD masonry I'I O m patio 00 O fv �l+ O O O O O O O fenced in fr shed garden FC. 10.5'x9.3' area �x7 0.6'E FC FC 0.6"W shed FC I 0.7'W 0.4'N 6.8 N 0.4' 0.6'N post & wire fence on line FD MON S 71'39'20"W 100.00' LOT NUMBER 15 LOT NUMBER 16 3-19-2012 LOCATED ADDITIONS,DECK and PATIO THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 1 1-221 FILE No. SUNSET KNOLLS INTENDED TO GUIDE THE ERECTION OF FENCES, RElA1NING WALLS. POOLS, PATIOS, PLANTING AREAS, ADDITION TO sumNGs OR ANY OTHER CONSTRUCTION. uNAunroRALTERATIONALTERATIONALaoN OR ADomoN To THIS SURVEY Is A VIOLATION of SECTION FOR oN LOT NUMBER 9 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES iNDICATm HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP OF SUNSET KNOLLS, SECTION 2 SURVEY IS PREPARED, AND ON-HIS BEHALF TO THE TITLE COMPANY, GMUNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE EN LDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTr=DNg OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" 30' DATE 10-12-201 1 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFIED ONLY T0: FILED MAP No. 5448 DATE 4-9-1970 TAX MAP No. (REF ONLY) 1000-106-7-5 DISK 2011 HA ROLD F. T RA NCHON. JR. P.C. LAND SURVEYOR P.O. BOX 616 C -7—� 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 HAR LD F. TRANCHON JR. PENN. LICNNo. 21115g E 631-929-4695 • i i Town of Southold Erosion, Sedimentation St. Storm-Water Run-off ASSESSMENT FORM �p PROPERTY LOCATION: S.C.TAL J �• THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 14 -0 1B6 Q ef STORIHt-WATER,GRADING,DRAINAGE AND ER0510N CONTROL PLAN 71—st-Rc1 e�o=n —9r0CT-- --Ut CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. j i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT_ Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm Water Run-Off (Include Total Area of all Parcels located within Zd�&V 4'Sq Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) d(s lam) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of i construction activity? EEO O,O l impervious surfaces.) _R I Acres) PROVIDE BRIEF PROJECT DESCMMON(Pror;daAdsuk,nA ram a%NaedeM 2 Does the Site Plan and/or Survey Show All Proposed / Drainage Structures Indicating Size&Location?This 1/-1 Item shall include all Proposed Grade Changes and s �A Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion )�'V Y,P and sediment control practices that will be used to v` / control site erosion and storm water discharges. This �C/TG`�`iy �jd/�/ f' item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or / r Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? It 5 Will this Application Require Land Disturbing Activities / �•' Encompassing an Area in Excess of Five Thousand ® — (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the J Site? Is this Project within the Trustees jurisdiction r General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres: including disturbances of less than one acre that are part of I j Will there be Site preparation on Existing Grade Slopes El / o larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to l/ including Cnstnretion activities involving soil disturbances of less than one(1)acre where the DEC has determined that a SPDES permit Is required far storm water discharges. One Hundred(10(}')of Horizontal Distance? (SWPPP's Shalt meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious / 1 for Storm Water Discharges from Construction activity-permit No.G13-0-10-001.) Surfaces be Sloped to Direct Storm Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, / f'required,post-canslruction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Identify potential sources of pollution which may reasonably be expected to affect the Area?tm�Item will NOT Include the lnstellatlon of Driveway Alvaro•) quality of storm water discharges. NOTE: if Any Answer to Questions One through Nine is Answered with a Check Marir 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre In area, component shall be prepared by a qualiffad Design Professional Licensed in New York aStorm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Arty Building Permit. (NOTE: A Check Mark(,(r)and/or Answer far eadr Question is Required for a Complate Application) STATE OF NEW YORK, f COUNTYOF...........................................SS That I,.. !n.""/.v.:...:S��A'"�.......being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of indtvrdual slgning Docum���nwaner,§�� n And that he/she is the ........................ ................... .... ..........or,Agent.Caporals Officer.etc.} Owner and/or representative of the Owner or Owners,and is duly audiorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of Iris knowledge and belief;and that the work wilt be performed in the manner set forth in the application filed heremith. Sworn to before me this; ..................�Y...................day of., zr/�"/yllmv Notary Public: ............... Barbara trans . .. ... NSfary"'F� k;TVew York � (sig lure orAyp-1) .... FORM - 06110 Qualified in Suffolk Countv Comm.Expires July 311 ZO"/ Town of Southold Town'-H'alfAnnex Telephone (631) 765-1802 5437S Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert(cbtown.southold.ny.us . Southbld NYA1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: NOVEMBER 14, 2011 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 ].OBSITE INFORMATION NAME:... -.. GUS ZACHARIADIS ADDRESS: , . 2195 RUTH ROAD CROSS STREET: MATTITUCK NY 11952 PHONE NUMBER:: PERMIT NUMBER: 3,6714 TAX MAP DISTRICT: Section: IoQ Block: 7 Lot: BRIEF DESCRIPTION OF WORK: BUMP OUT - ALTERATION- Is job ready for inspection: YES Rough Final Do you need a Temp Certificate: NO iks, q (�. TEMP INFORMATION (if needed) „ C, `1 Service Size New.Service z ,, DE C Additional Information: PLEASE SCHEDULE ROUGH ECTION EDEFT�. BLOGTOWN OF pF SOUTyoI Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD March 27, 2012 George Zachariadis PO Box 390 Mattituck, NY 11952 Re: 2195 Ruth Rd TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupanc Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. IUmbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36714—Addtion/Alterations i i 7 i i LiEl 11=1Llt I 1 -1 AF J 1 (f } t � i � 1 _r::2 _ EC E wE ZBA FINAL MAP# ,r SEE DECISION 111 SEP 23 2011 RECEIVE® 9 / BLDG.DEPT. TOWN OF SOUTHOLD JUL 18 2011 BOARD OF APPEALS ;?�}.GHAI21AP1S 6F-GSfP�ti�� �1 • i I Irl 7f. El E� i ZBA FINAL MAP .._. .._ .... _._ . ....._�_._----_....... . SEE DECISION # RECEIVED JUL 18 2011 BOARD OF APPEALS E A FINAL OAP#E DECI I __.. N Q f I• I Elli . .. RECEIVED "�_.SC__l-��=L:(�-�r't_-__.`_.-:�,.1.��tr.�-�.`.E.�..�7... ...___...._......_.._��,....,___.. =_. ..t°�.�DC.T`_t.0.�`-�FIC�Cvi� �P -�X.1:'S�k'_1.1`4.4`_�._ .:•�i_�c� �_��r�__:_:.: ..:_•. .... .... .. .�.�..�..1..�...�_��__ JUL _8 2011 -- - - - -- -� �___ _ _. , BOARD OF APPEALS .. -�-A- -r= -ter--- • - •- --- .. � t is rr' kRa ... -/ ', • •!o w +1 "Y x R ! L'n rr °ti 21 h �J w, O• ?J .S wa f0 ... vr, Ao tRUT* f1 ♦?7.F �.7 w T7 .. ! � `"'. ^ft 4 J/ ♦ aw 17 w os • , r' '•` •. ` , r.R +rr ,-, r so' / e'o Z It ). - or 34 it 34 Aj / ,N 1,• Y ! f S f / f ! 10. Sr:) °j h a 23 " t i' � l.Ta•ci a• Jp h P. o , ' r � o. v. w •..., ,w m. .w a. w 2r .. � )S �„ 2f, w ♦ � , ' ., !7 Jf w r! JS i N` '17 it 3c h )e 1T pc o o• .� • �� O �� .. n - - Yt llAIS'« R ' o • 2f' ,.. j '9 A` !J r r 22 f t 50.2 y f 1 G h[ G a SZ 'f G.A-L G Er SITE DATA , At 14.0 , 1 ''f SITE AREA 0.459 ACRES - 20,000 SQ. FT. J A.�_ %, j. + TAX MAP# . Z v �rv>'-r t,, u. r n i . 1000 -106 -07- 05 FILED MAP DATA MAP OF SUNSET KNOLLS SECTION TWO . � ... n FILED APRIL 9, 18h A5#3448 MATTtTUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK , R-40/REBID � ZONING ENTIAL 1G Pa-Yt J we-> H --�.• FLOOD ZONE aaXrt z a YF11�G vts. / WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY v V•-[ USE EXISTING .. -.SINGLEYFAMILY DWELLING .� PROPOSED SINGLE FAMILY DWELLING OWNER TGEORGE ZACHARIADIS - \_ 2195 RUTH ROAD . L P.O.BOX 390 \ ' MATTITUCK, NY 11962 EXISTING BUILDING AREA HOUSE 2,187 SO.FT. DECK 218 SO. FT. +Q ROOF OVER PATIO 264 SQ. FT. + STORAGE SHED 96 SQ. FT. N I I RN 2,765 SQ. FT. ' ° PROPOSED BUILDING AREA EXISTING HOUSE . 2,187 SQ:FT, EXISTING DECK 218 SQ.FT. {R "° EXISTING ROOF OVER PATIO " 264 SQ.FT. EXISTINGSTORAGE SHED 96 SO. FT. ADDITIONS TO HOUSE 487 SO. FT. - r — — - NEW PATIO WITH PERGOLA 200 SO. FT. j 1 O�. 3,452 SQ. FT, LOT COVERAGE N Xl2/ r- T t� t..-u ' 1�-��1�� /� 62 U z- Y K-- l 1`-� EXISTING 13.8% PROPOSED 17.3% . I ii f I NOTE : THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN \S�ERED qR�y� TITLE ► ���-6,•, � V7 , A 1—..r � GA R R ETT A. �� -�I� - FROM A SURVEY MADE BY YOUNG& YOUNG, LAND SURVEYORS �`�G ST TFc STRAN G Z A�H A u- I ,�, V , �i - RIVERHEAD, NEW YORK _ � ` LOCATION ' DATED: MAY 7,1971 REVISED: DECEMBER 2, 1971 7- 1 q 5-': r-Lj-r�--{ architect Y �'-r u c. rL �, �...,. r DATA FROM SOUTHOLD TOWN BUILDING DEPARTMENT RECORDS •�� „ ��, AND ACTUAL FIELD MEASUREMENTS MADE APRIL 27,2011 , SCALE REVISED R dY� DRAWIN .1230 Traveler Street, P.D.BoxG NO. f " ' 1412 DATE . FLOOD ZONE FROM FIRM 36103COI39H T 015244 Southold, New York 11971 4 SEPTEMBER 25, 2009 sgTf OF NEW � ph. 631 - 765 - 5455, fx:,631 = 765 - 5490 DRA aY h — architect@quixnet.net • ICP •• ' PROJECT NO. f' NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE 4 TED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION SUPPOR 9 1 1,4 WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. 6 1 Z:"I J T­ 4, 1-a--—- I I -a i__4 1 -�' 77� -rz :�'r V-1 C� -r"7 "A� U i-t5'T t_; A 1-7 Z.-1 4-Y iz_ --T y //,I f-i i�_. ,:�r vv < 4 A-I NA41 ir A �'Z 1> 0 L-_ -T-v-4 I i-A Z:, V­ �y -T-i V )(6 IF K 1"J 44 k;,- f JL PL.0 4-, 11 'F1 �IAS ALL PLIJI, F,ER LINES NEED &WAI -4- :F1ING`­-- >4 V e:�r STING —4:,-T tF-T-- < TE V A e­��LJ I ;�e- E_ DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FIDUNDATiCIN'LOCATION ON PLUMBER CERTIFICATI HAS BEEN'APPROVED. ON LEAL)CONTENT-BEFORE CCUPANCY TIFICATE OF 0 APPROVED AS NOTED "a CER WATER SOLDER USED IN 4 t�_r A DA�E B.P. lit YSTEMC,­Ii�,, suPPLYS BY AU't FEE -ED 2110 (-11� _,N&IFY BUILDING DEPARTMENT AT 4101 7 802 8 AM TO 4 PM FOR THE AA-4 65�1 t, FOLLOWING INSPECTIONS' 1. FOUNDATION-TWO REQUIRLD A-- /S_ e_ FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, r*iNl STRAPPING, ELECTRICAL&CAULKING _7 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL -71 MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR YORK STATE. NOT RESPONSIBLE FOR DESJGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATF h ICY RETAIN STORM WATER RUNOFF .. ....... OF OCCLIPAIN PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 4- 77 7777 Mudti ;Adhesiv#J Autiot 1 offli sit Miflililafr. Mifl,End Wa��EgVe At A] wable i Tension Anchor lension Distance l 04illance A-4 Diamettf Embedalgri 1 Leqth F7 XZ Gw —T— STRRU i AT �V W J, I.04544n tall'i is b4sea on tre lesser 01 tne atlw�aulii jf�jsjua toad c3sca Uri b0,14$it 5,1141 suenglA ot lne ro4 or coupler nw,of 1he ttifing iolul Rom Me top p4t�, T i—t 11 tE7_/__ t-�_x_ Aliowlioie opnia urengtri road$nz�ii Lien inmaied 33 V3%1;y eathq4ke Gi lv� ------ �,Zdmg*410 no rannef increase 311)0wld:finluce wilefe olnef lm�go, txo ow conallon.iiicgease a"Cr"f iengal alrai en't"awil x 4.CouokrnunoWA30,o(beDiiT, lamoesed 6 T"r SfT-A',�syVem_Consists of ofie bearing piale,o4�t i�*X 12'a;i 11�rZO tw� ant C�eA,C��rplsfw voth wintiiswm v lrlearleLlmd oj,>Vf5 IRED �77 f A-4- INSP A 4 A- 4 FOUNDATION NOTES �Z V" 1 All footings shall bear upon undisturbed soil having an assumed bearing capacity of 4,000 p.sJ. Bearing capacity of soil is to be verified by the contractor prior to placement of footings. 4�� t-4 -s" 'e- fk�� �14 T, e->< 2. The Contractor is to verify all field conditions prioir to beginning of construction and is to report any J 0 UA and all discrepancies to the Architect immediately. _J All, ....... 4 _J 3. All construction must comply with all national, state and local codes, latest editions. 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE z� REQUIREMENTS FOR REINFORCED CONCRETE" ACI-318, latest edition. -Z-�p n:,, Z_ A 'j V" 5. All masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION-STANDARDS" �J 1-4 latest edition. >-< 6. The ultimate compressive strength of concrete at 28 days will be: A,j_� Foundation&Footings 3,000 p.s.l. Floors & Slabs - 2,500 p.s.l. 7. All concrete slabs will have expansion and control joints as required. 8. All foundation walls must have"/;z" diameter by 10" long (minimum)galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U.foundations with 3" x 3" x 1/4" washers and properly sized nuts spaced no greater than 6'-0"on center with a minimum penetration of 7" into concrete or 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max.from corners and 6"min.-12" max. from ends or splices of plates. 9. All post footings must have proper post anchors "Z-MAX" coated and imbedded 10" (minimum) into concrete footing 4_� I-D AtR( T:;7 A L---T- EF,Z, 1 t-47-e--> 1- E G E N D rft A &Oft A E5TRANG 6-II.-A 161 W� I V1;1 I _V1 C-1 1 V:2 111-1 E�_ 4- AHKETT Z EXISTING WORK LOCATION U-_ L)-r�1-i I;;;, TO BE REMOVED architect /1, _r I -I' LJ 4-1`4�� i,_i Y. _SC EXISTING WORK A -4 YF_ e�- Z� 4- 11 ��-wt,,U 1�__ r-,7 IZ-, 105s,f V7 NOTE: Contractor to provide and install 113�dianme r by 10" long (minimum) galvanized anchor bolts for TO REMAIN 1230 Traveler Street, P,O.Box 1412 DATE P.C. foundations or 187� long (minimum)galvanized anchor bolts for CM-U. fouildations with 3" x 3" x 'A" 0 244 )4 Southold, New York 11971 -0" on center with a minimum penetration of 7" NEW WORK TO Ey___,_____ washers avid properly sized nuits spaced no greater than 6' N 0 pK 631 - 765 - 5455, fx. 631 - 765 - 5490 4; As 4-;* TION TiO HAVE CONTINUOUS MEMBRANE WATERPROOFING into C,MU. Anchor bolts lo be placed 4" in from face of foundation wall, 12" max, BE INSTALLED NOTE: ENTIRE PERIMETER OF FOUNDA into concrete or SYSTEM INSTALLED AS MANUFACTURED BY -GRACE", "CARLISLE" OR APPROVED EQUAL. from comers and 6"min.­ 12" max. from ends or splices of plates. architect. quixnet,net _'VkdJi_C1 N F� NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE 4' SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREA& t,-4 4;o 11-4 �J L_ 1­4 z::,I I_-J c`q 4,'e, t,_J a-r a-V 'r' alav, 'p F4 epx . .... ,ee U 5� 1A, U I%L_L_V- ? 1�, _J 'tt I t­J-r F t__L_ w_ -A] .,- 1­ r,I tio < A INV 14—�J F4 4__ L_t -1 �4 F J y 4" ll�-X I ­c—�-2 �7 .......... 1< 41, y T I v e, J A- 1 A-1 A-4 'y/ - X I -t­ Z_vw_l_ �_A or C, I t7_ "T"t I I Z-L, T.- t..J I L_ r--P 4-- i,,' LJ T7 �T-Is 7", _y -T- �7 1:�;�C_ 1-4 jr 1-i 1�_!;7__ PLUM, q'ING 4-,'! A Ll t x, ALL PLUMBING VVASTf INES-N 7 EED r 4�' &WAT CO,VOkING ve-, li-_ J__A >4, /,A,V-lit TF-STIN G t-A—e-,-T_kF- C 6 V' e LJ I $e­E_1-- I)G-NOT-PROCEED WITH i FRAMING AT L SURVEY 4 d OF FOUNDATIOrN'LOCATION PLUMS T-BEFORE ON ER CERTIFICATI HAS BEENAPPROVED. ON LEAL)CONTEN OCCUPANCY APPROVED AS NOTED CERTIFICATE OF r SOLDER USED IN WATER "'DA , EL B.P.# SUPPLY SYSTEM CA P 0 �0 EXCEED 2110 C BY OfIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE IJi- FOLLOWING INSPECTION& low- FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4, FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. N, 7� ALL CONSTRUCTION SHALL MEET THE THE CODES OF NEW REQUIREMENTS OF ------ OCCUPANCY OR a�­ YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESJIGN OR CONSTRUCTION ERRORS. j WITHOUT CERTIFICATE V tY RETAIN STORM WATER RUMM A- OF OCCUPANCY PURSUANT TO CHAPTER 236 "W A OF THE TOWN CIDE. I-Fl 71 Allowalite I Allowable t I 'JjJJL�Epee; modal ;Adheltvaj Anichuz Orillbil filiontiont Min to Aachor lonsion lension I uts�aflc: I foistlanpe A-4 No. typo olamelel oiarneter,Embedale'll len" -I i (100) (133) A' -T- z:4 44 8ET 40W 7 s W40 pas",0111 borld Solqut, 1,Design toall is Dasto on the leslin at the ainyoat'le let,I'll, Steel Men In of the too of Wupler Alit of the ttn,il load uom 11i,n�p tnaic, f Allowliple eopia ttaa ueetimmased 33113%1v ttanhq�,Ke utwifto -T­ i /? �_-adetl wilh no vlftf Incle4se alloweo�teouce Otte Omer niad$go'em. 34of the pout conoitlan�inc;ease at�cnof lenoth arm eattoil*nI 4' 4,COUtint AU1 to oil AX7 of betwT, F7 tor Steel we Wee an�1440 AXIIISAM18 Utleaded rod 6 The 5js*mmjisls of one beartnq plait,oitil V�'X 12'all Itfaij!foti, ant:C""ti,coweir hul wt1h,woness"c V2,thif eaft�4 I oil olt othefs A-* INSFII IRED A- Z 't 4" 17, 4-1 FOUNDATION NOTES V" F J, 1 All footings shall bear upon undisturbed soil having an assumed bearing capacity of 4,000 p'sJ. Bearing capacity of soil is to be verified by the contractor prior to placement of footings. A-?-44e li-1 i��_x 2. The Contractor is to verify all field conditions prior to beginning of construction and is to report any T01 ? ,1 and all discrepancies to the Architect immediately. L �4 1 y, C;) 3, All construction must comply with all national, state and local codes, atest ed tions, y 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE -,T-.fA ...... REQUIREMENTS FOR REINFORCED CONCRETE " ACI-318, latest edition. A-f _J Zl_ C_Z�� — I J 5. All masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION-STANDARDS" 14 _'3' /-?I' #(�,-47 latest edition. Z_ >-< c7 y 6. The ultimate compressive strength of concrete at 28 days will be: Foundation&Footings 3,000 ps.l. Floors & Slabs 2,500 p.s.l. 7. All concrete slabs will have expansion and control joints as required. 8. All foundation walls must have IWI diameter by 10" long (minimum)galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U.foundations with 3" x V x 1/4" washers and properly sized nuts spaced no greater than 6'-0"on center with a minimum penetration of 7" into concrete or 1511 into C.M.U. Anchor bolts to be placed 4" In from face of foundation wall, 1211 max.from corners and 6"min.-12" max. from ends or splices of plates. 9. All post footings must have proper post anchors "Z-MAX" coated and imbedded 10" (minimum) into concrete footing 'I -r!Tt.F LEGEND 1_2 r 1:2 �71 El V� A L_-1- 5,12,2-, 1 i::4;-i; E" 0'** RRETT A uA "TRAI NG EXISTING WORK LOCATION --�, I TO BE REMOVED architect HEXISTING WORK ALE ED DRAWING NO, r by 10" long (mimmum) galvanized anchor bolts for NOTE: Contractor to provide and install 1/2" diame' TO REMAIN 1230 Traveler Street, P.O.Buxl,412 e�- Z_ 4- Ill l `�-w t,Q 4�__ r.�7 1Z_ r5a-1 V7 P.C. foundations or 181� long (minimurn)galvanized anchor bolts for C.M.U. foutfdations with 3" x 3" x 1/4" 1p)� 0 5244 Southold, New York 11971 DATE Z A- - I 0"on center with a minimum penetration of 7" Ah. C 7L * NEW WORK TO washers and property sized mits spaced no greater than 6' N DRAWN BY IE WATERPROOFING into concrete or `15" into C.M�Ur Anchor bolts to be placed 4" in from face of foundation wall, 12" max, ph, 631 765 - 5455, fx. 631 - 765 - 5490 NOTE: ENTIRE PERIMETER OF FOUNDATION TIO HAVE CONTINUOUS MEMBRAN BE INSTALLED 11 OR APPROVED EQUAL, from cornersand 6"min.- i2�' rnax. from ends or spilices of plates. arch itect-KDquixnet,net SYSTEM INSTALLED AS MANUFACTURED BY -GRACE", ,CARLISLE PROJECT No� I O WINDOWS S AND DOORS CONTRACTOR iIE1ST CC�NFI�t� V111TH OWNER THE EXACTMANUFACTURER �Ni� S �� ALL 1lV 111� �, I PRIOR TO FRAMING ANY ROUGH OPENINGS. ......... . .... � r rI At t # i r , .,> r3, 'x.,,:rc.- k 'e•+ :x,_ _..,- ,.,, r ^ ^:•r^-w _ f�� ,xf•,.r. .r,:r._= .� i . i +� t ux !ice�,.•l..J r/�•P-»-.� #i I # ° i r-' (;y G=1 1� N+ ' I > si I' 41 { t , } } $ 3 Allowable Allowable Model Adlsessva An nor Drill Ellf fi°fn murr ,Mininrarrt Min.End 6 in,fc tpe ; Anchor Tension Pension No. iType Diameter Diameter Embednteti Len th Drstanee Distance 1 0 m t3 1 3 9 ET �e ti,< u< n k r dD. _ sra n R:„ 6'ri " i•3,r" a 4000 1 � ...... Y K"�.,A+.Q 'F' n ,'` ""1 !l ('n•b�_.-"".w^tjr r r: '� , w... ��t 1 -. y r p nw. , ,. l iff" „..e •e r .., C 'y, ,n xt,,, flh _,. ., ` < Design load rSbaset#on,t,r Sesser Of rh,,atlawab:v,e tsr,.,l§i;+a:,ba>rtl r,.t taantl s:.:r,,� ` steel strength of the ra 3 or•WptupEEr nut,or tha ba;arrnq toad lrort t . r ap p i;t1c ` rr Allowable able bond strength toads have been increasEd 33 tf3°A for earth,uFr > ;r • w -t e" K wading with no further increase allowed,reduCe';ahere Ct illr lcadS govern. }✓ t # r < ' `*` `� - } 3,For two pour condition,inC'ea e anchor length and erntserir~terrt a" 4.Coupler no,,?,)be A307 or!,titter 1 .� t{ r`-'` `=°.�."'✓ ,� `- °" ,�t= $ f, W I 5 Tension leads for steel are based on grade,A3tJilSAM18 threaded rod, i z r 1 _ 2 x mow,•}, ; &.The STRR',%�Systern consis,s of one bearing plate;one ,x X 12'all thread,or,, ';�-� � I �.+'• and 6f2 I'C;7i3A,,f Nt:v1,.?'•tlttneSS holes.112'threaded rod 3f others, w fi X 5 '•gip' - r r ." ,: _ ;':�_ ` i e - "...Ax 1 � < r r j�� � •�..34-s'c..r'T _,»2 a... "t't;.r 7F=re..-fd',..�,t h-4 � d � r T F , ,f �tiro.5,-G<t� err Y' ��.,�_ � .�-i _....................... � �r 1 t, _ 1. .,,, Kf I < ,.,i'"� T"'""` .-`.,.' 'wi: ,t " ": 9•-,..Y, , {s:..., r 1-4 3/ u 5 , r , �. T't t i : .4 # } ~ 7 e 9 >, /A�t � P � + Ff ✓ �✓f t "` .l Y 1 I `td .,..:,�. ,..._. Ywi a � "t' ..,,..�"+*n,a" "�„`(,;.,,r4 , }-{ to+ *+�*a•', 1i' � ■ ,. r,t r= # .r? __._ v.�-�-� v�-r $�� t',�.-`,."•, _....- ,fig � ""$ � ,: Sk.. t 1-4 ,.:..y �.+.'"''�-�'.'fi.„.+ ..•..° ..:ems" '' „(• «., :. �' ... - ..� ... :, � e�.� 1 4. T S «. tr `gam'its:,•._,.., � „F t t tt A., t _ x , t:. � ¢ �} `1 1 r i r t.,$ ,r z.�: r � . ,��___� r�-% �-».�-•�'"". ii e.7 �,. s" yj _. 3 4. [ ' r r. p 1 f771 4 ` +•... ,.1 ., 1. •` — __ °"". ,�.. __ ,».�... , x N a•= AA V, 7' 1 / 4- - I — LEGEND � t SIR b C- H 1A0- ! 1 � I � F,. � e1F.... EXISTING WORK � � � � _ .. � � L A 2. 1 M tom" ' 1� 4..a"i"' F-1 TO RE�Ic�vEO . -.�. �.—.� ,a. ram.� --r'~�° ► �-�" u , • ~�'� SCAU tA-7- ghitect NOTE _ g,.° EXISTING WORK 144 t'z.rs � EVERY ROOF FRAMING MEMBER MUS I HAVE A HIGH WIND RESISTANT MECHANICAL ^- � ��' 1.230 Travelear S et, .O. x 1412 _ + iLi DAB CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE, TO REMAIN � 015244 �� dd _New York 11971 +w t NOTE: ALL POSTS SHOWN ON THE DRAWIINGS OR OTHERWISE REQUIRED, MUST BE CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY qt g, WOR Tb -: �? 63 E"a 'S► ' 1, '1: t+4 SUPPORTED WITH SOLID BEARING BCLC)Util WHICH IS CCNTIOUOUS DOWN TO FOUNDATIONS#IUIPSOCU STRONG TIE SIZEDANDINSTALLED#N ACCORDANCE WITH MAfi�IJI�ACTURBF�S IdI BE INSTALLED . .. rchi uix .filet WALL, PIER OR STEEL COLUMN IN BASEMENT ANDIOR DRAWL STAGE AREAS. SPECIFICATIONS. , ;' NOTE: MOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE #'COTE. WATER AS MANUFACTURED BY GRACE OR GAF PROVIDE AND INSTALL ICE 8 BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS "STORM GUARD" AT ALL RAKt EDGES, EAVES, VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. STAINING. PRIOR TO FRAMING ANY ROUGH OPENINGS r . NOTE: INSTALLATION OF ANY PVC TRIM BOARID MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALL-ED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. A' ,`�,_ I`5X4 +<.rx t,l}F ✓t° •. Gr'._.. !J°,,, f'yi` .. t:'. ,r l�r�.. �.> ��=---L,..-.`�"`, I�ry:rr �-' r:..*�"`J^ T�'>a,�w,�:"r�y�j•°,%��;.�,J��,"""�` o.,..'.."'.-�, � . .ter s' - . I r •ifb t t 1 , /5 1 !v�`t 4�- A`4 t t „ -r- ?`"' " ,r,,,` •,.��',%" Z= r i ��" is ,.�,.. Q--3 y M � L�- - k : a I F A- A-q I .a -- 1' fix' e - f • E �'� t? t 1"^^i;4".^"' t �-- '�y' .::::'� n`':-r�"� �Y".-•t«..•.e� yam......!'✓5+..�"'\.. 1 G�.� I �_ .. { .. .. ,......, ..,.«,«..,..,�,— a .... -.-.... .....'�� Y '..,,d'4, -,.r'^.A e'�,,, Z �—E--a-- �_ .dam Y4., Li r #} �+.✓ � y.^..� --�._y, .G..t � qw��'w.,�f'.,,. -_ __— �.,.�"' '_`-^G'tom.�.- S "C.... ,,�.�, �,,„,�,.r^..,. 1''G•:, F•,r � _..,_..,. �Cam.- « . ^ � jr-./ .}/ i 9 h �, t�" I •� # ,-.. �a".�,,. r.4"a"a✓F�"..-:5: f( I-•�e:--\``,� .ivJ I�W c'.- $� Y�. �r�':.. ._..A :r" �^^ .. �'..I - ,'..,-,,. �,�!.L)w'�,.:+`".�".�7.P�'...+'".w ✓'_'^i..�..L:..,q r le ' :,„,c., t• ,� _. it°✓"�„ j ,,r �'--"-- y r' ""` „c„?. '. `"c.%'."'7'' X. `- j"':,,,•'` t ,! lam... ��:.:-- �"'t '%V::_• _..>. }'"4 _W1 17 A t I._# F�,roc "F"'�""�•. � ,, _.� tom, "".'•�i� � ""t-"' !'..,^'. S to +`"'S.'..r�" �k:'...`4`-.1 '4 `".,r'6 -^ 'sG...� C_'..k�--�`}... - - i' ..,..-�..,. -^�v yam, �^y*,,r"+y�./`="*.�. ,� `:.�'"'?"'" c. .✓' <.... .,,."T-. .. ,•P" 't7. Y�Cl .V . 4F_X I--I. x ED A EH/T A. t I—I I� T A.4 jR9yc GARRETT A. A = I--I r� I architect SCALE RMSEC} DRAWING NO, '. 1230 Traveler Street, P.O. Ox �141 DATE A�, .' 4 I" A t,-> t -�- t v _ s� 015244 0�� DUtI1Ol�Ig New York 11971 F1 F� a ' 6 � ',� � � , �r.� qTF OF NE*� ph. 5 - 7 5 - 5455, �f . 631 - 7 65 -- 54 0 DRAWN Y are hitect.quixnet.t"� t O.t cr r c .. . Ma_ __ ,.__w. a NOTE: NOTE: ALL JOINTS BETWEEN SIDING AND CORN E'RBOARUS OR WINDOW CASINGS ARE TO BE PROVIDE AND INSTAL i L "ICE &WATER SHIELD"AS MANUFACTURED BY-GRACE OR GAF BACKCAULKED DURING INSTALLATION UF SIDING AND PACECAULKED PRIOR TO PAINTING OR "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. STAINING. NOTE: NOTE- INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH 4 IONS. All JOINTS MUST BE PROPERLY FASTENED WITH CONTRACTOR MUST CONFIRM WITH OWNERTHE EXACT MANUFACTURER AND SIZE OF ALL MANUFACTURERS RECOMMENDAT GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. 4 t_� 4�:e z F-A IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. k" (-A I V-4 4r S <,j >L. b,1 ,A`g, 5� L_-T A,x4jr t-4 V -'s., 7"J L 7____ \V/& 12- -r/A *E y Z,L T, 4­ F. P,V-1 Z, IPA— i— y -7. j tz� A- IA C:- k L e�_ L -r T7_1 4- N cl��l 4\ 1-4 0 1 r 11 MOM N"OT E. EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. I c-2 t%-4 CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTAILLED IN ACCORDANCE WITH MANUFACTURERS C-7 SPECIFICATIONS. NOTE, ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND�OR CRAWL SPACE AREAS. T!: E_1,/t�_- 4 c0-e� 1A_ 42- 4,2 M/ 4-:7 Lj J^_-C, 12 U 7 9 Y4 v Z Li L_Ll 4 1 t I i Ij ;- 'r,,-7 14, X ---------- A- t_%4 7 1 iz It, -T 4, T ie_ 77� 6��J 3" ki�-X_ re z; T", 146 -e� --A EL� k NOTE: Contractor to provide and install 1/2" diameter by 10" long (minimum) galvanized anchor bolts for k� P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U.foundations with 3" x 3" x 1/4" washers and properly sized nuts spaced no greater than 6%0" on center with a minimum penetration of 7" into concrete or 15" into C.MI.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max. 1:: x I TZ�­6 T_ 1`_�c'_, (4)i !i_1 from corners and 6"min.- 12"' max. from ends or splices of plates. 4-- U TITLE i - `(�2-�5 5�_ A L E_--T_ NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING EDIA[-?r 7 ,2 -J,I'_4*E-i— SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. GAH"%RET7 A. STHO""'A IN U 4" Y LOCATION arc hitect 7- 1 _r 0 (4- t__4 SCALE REVISED _T_ )O�F­-�, 7 7 L:7--7___ L r7_7 1230 Traveler Street, P.O.Box 1412 DATE A 15244 Southold, New York 11971 G7 t7-- 4�� )-4 14 F N ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 61 A 4--,, P, NO, '57EF -,,jrchitect@qtAxnet,net "T F- i i � � � k h__ — — I�­Vqq � � - i � � � ; I � i I ���,��.—I��ll'—�--,����w,:--.�-��4��=-­­=�_�,1-1_�,____;,,_ ,��,,�,�;�.-�,-��—�,.a��,,�����,�—,�-��--���ll'�,���.:--,�������--.,���.-._,,��,���-,--2�____ 1--i�­-.1`1- `, ­,­­ ��_,­__­ ��­_%-­­­_­­­­ _�­­­1__­__��-_1.`:::::: ­­��� _111-1.1-- —;,-- 1_,_,_______,___�_________,__%____C.� �,__'_: ,,,_� "-.,�-.�,--,_,",-,_;_,_..______,_____',- ___ , � i I GJE-NERAL NOTES: I , , ! I I 11 i I DOOR SCHEDULE I FINISH SCHEDULE , � � 1 [k6 1-1�---,—.--,�'--�-�",.,�---,�.--..-�------­­ --,�---.----.------,-.�-��11----�--------�-�----,---�-11----�.--l----- --,�-----"-----,---�-,-----,�---.-�-----"-----,-,---------.---,�-,��,-,�,---,------�---.--, � — �­­=_�__.­ I .,)nLractor,6 ,work is to conform to ait local ordinancos anu NYS Building and Energy Cutv�.�,1, , �:A,�,,�I i I I I ENT I %lull 1 MFG- BY , REMARKS ,_'(,�",t�, ilaust edition(s). . I 1diIf_­ ___ _P_M'QW_�_TYPE­____r______g1i_E ___7_G—LASS T V__ �—­--7­-"`­­­­----1 —'--- M_­ FLOOR WALLS ------­­---­--.- CEILING __.______________ ­11--_ � i -­-:;T,----T----­'----- SQ� FT. I SQ. FT. CATALOG ---'-'--'-'----,-----,--,--,,—"------,--",*---,----,---------, ----''---I � ; - VALUE I i i - _fV1ff1­ � ! I WIDTH I HEIGHT THICK � I - ! FIRST FL06-R C1 -----.--,--�--..-------��-------.----�---,-"-.�.----�--.---�-----------�---��-�-.--�-.---�. .-,�------,-----.--,---��--------�-----,--.----,-��---------,---�I ­ ___�_________­­�­_-__- # I . t . I i_____ 1:11H Liecttical, Plumbing and HVAC work shall be governeu t)y all National, State and Local Co,l,w!�� I i � � LIVING AREA Existing to Remain, Refinish per Owner Repairs & new - 112" Gyp Board, Tape and Repairs - Y.,"Gyp Board, Tape and Spackle 3 1 EXTERIOR SWING � I I ! I � FIBERGLAS, INSULATED,_LOW-E H.P._GLA __ � I I I SS, FULLY I 1 51 - ; 6,-10 ,/," 1-3/4" 1 i �aw,,�t edition(s�, i Spackle 3 Coats, Paint 3 coats, Coats, Paint 3 coats, 1 ; I t ENTRY WITH 10" i 1 0.33 THREMA- i AS SELECTED � WEATHERSTRIPPED WITH SOLID BRASS HINGES AS PER r � ­1.____­___ _ ---------,- I 1 OWNER I 11 � SIDELIGHTS i 1 MIN, I TRU � 13Y OWNER ' INING AREA ' mud with radiant heat. Tile Repairs & new - 1/2" Gyp Board, Tape and Repairs - 112" Gyp Board, Tape and Spackle 3 .__+_,___ 4_____I-.--------,-- - _ ____`____-__ - r____&­­_,___________,__ -......-----,--Ci-e-ra-ai"i,c-T-il-e-o-n--3-/4'----,-----,--------,--,--"---,-------,-----,- ­ ­_­_1­_.__._,_,_­­ __11_1.T, ,"I" ­_11 "I �� ---.-,- ,-- --- ________- �___ -_ __-,_________,__-------________...____ I " � I ' EXTERIOR i I 1! WHITE VINYLCLAD, LOW-E H,P, INSUL, GLASS I i � , � te py q n r. C.T. or wood base per Owner I Spackle 3 Coats, Paint 3 coats, Coats, Paint 3 coats, � � I I .------ t ____ _ __ __, - - ________ _, I _ �_ontractor to supply and install tire detection devices on all levels as per code and carbon : I ! 61 -111, 1 _ _p ' --­­-----­­­­-4 -­­­-.,,--�--��--�-r�---_�,-,-,___-�-"--,—, ­_­­­­1­ . _1_____11_­__________,___ I OUTSWING i 31-I" � 1-314" 1--.-------' 0.31 1 ANDERSEN i FW031611AR I MARINEICOASTAL UPGRADE AND IMPACT RESISTANT Monoxide detectors as per Suffolk County Sanitary Code "S760-1021". ___�___,______,____,__,___________._________.__��p,_!I_!L _ ­2�1­ -­­­-----­ 2 1 1 145 1113 i KITCHEN Cieramic Tile on 3/4" mud with radiant heat. Tile 1/2" Gyp Board, Tape and Spackle 3 Coats, 1/2" Gyp Board, Tape and Spackle 3 Coats, White I I ! � i I ________, _ _ _J�jNCH - __--L,----- L _____­ ­______­ --�--,----�_d,__,,__,�,__,i��__,_�,__. � ! GLASS COMPLIANT WITH NYS BUILDING CODE. e!!,!1q I, ____f ______11 _____ - _____ �---r.--,�--,�--t--,,-'.�----,-, - ­­­ 11.1 11111-­1111-1--­-,.--,.� ­._­_­­1___­1­-----____._,_____1­_.____­______,_____1__­__­_ I _._�!Ppj�ie0_Py_gy�r!��r. C.T. or wood base per Owner Paint 3 coats, Base Trim per Owner I C M P int 3 coats, I 'i EXTEki-60- __ -" __-,- - _____ I I - _________________­_­_-.__­_---­­-_--_.--__­ ­_­ _ ___a _______________._ ____I­_-) � ,�, �------------------------,------------ f I I i WHITE VINYLCLAD, LOW-E H.P. INSUL, GLASS I All connections of water supply lines are to be made with lead free solder as approved by Suffolk I HALL :1/4I" T&G Solid Wood Flooring to match existing, Repairs & new - '/,-" Gyp Board, Tape aiia I Repairs -1/2" Gyp Board, Tape and Spackle 3 CHWOOD, 6' -0" I 6' - 11" 1-3/4" 2416 15.31 ' 0.31 ' ANDERSEN 'I FWG606 i I R ' MARINEICOASTAL UPGRADE AND IMPACT RESISTANT County Department of Health Services with certificate of compliance provided upon completion. I _ � I � ) p�qr(?��ner ­­_­__­________ ____­_____ Coats, Paint 3 coats, '-------- ! SLIDER I I ! I 1 GLASS COMPLIANT WITH NYS BUILDING CODE, _ _ ____----,-------,-----__§pa_qle 3 Coats, Paint 3 coats, ---�-�l.,.-.�.-�---�-��-"------,�---------- ...�,_'_____�, ,- __1 ­ _1111-1 ­11­ �-.."--�l,...--�,�---.�-.--,--.-��-1-11----�---"-,-�----,--,-�,�,--.------ Cieramic T e­o Repairs & new - I/," Gyp Board, Tape and Repairs -'A" Gyp Board, Tape and Spackle 3 _'_'__ffft_Ri6R ------ � . i � I ; FIBERGLAS. INSULATED, NO GLASS,WITH SOLID BRASS __ .�� _ n 3/4" mud. Tile supplied by 1 � I c 6' T --,___- I -11-1-11-I I­--i- __ ____ � _t_- I I�­____--I— � . I �1, Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any _E`NTk_Y _________________' if --------+---.--- __.-t ! , -I- -,�_,_______..______ , I I �_ 4 I I I SWING 3� 3' -21/2'" ' - 10 /i 1-3/4" 1 NIA t NIA 1� 0.33 1 THREMA- I AS SELEC.TED � HINGES, FULLY WEATHERSTRIPPED, STYLE AND FINISH � O,wner. C.T. or wood base per Owner. Spackle 3 Coats, Paint 3 coats, Coats, Paint 3 coats, I I I I ­-­­__­ , ,--.----------��-.--,��-�-,-�--�,,----�-----��----��-�-,,--�---.,.-----��-.���-�-�----'-.---,----. -- .,-.­­­­-I.-I--�--�----"---,�-,---.�-.1-I...-.,.----.-,---"-,,--,..,-- ­­- ­ � I : discrepancies shall be reported to the Architect immediately. ___ __-__________­___`_.-____ � ENTRY : , i MIN. 1 TRU � ' AS PER OWNER - 112" Gyp Board, Tape and - I -packle 3 I ­­­ __ ­ ­1__­.41­__­____­__1__ "I � � - ­_11 -__­­". ____ -_ _ __J, I.. .-­­­� ­ , BY OWNER r 6E N I Existing to Remain, Repairs to match existing, Repairs & new I Repairs /2" Gyp Board, Tape and S i - -11 - t, � _"., ____.._ ,__,__ ____________[, +____________ __ - __ __ _ ____7 _ __ -1_1____1_ -.1 - --�-.1--l-l-, �.----.-.--.,�,-" ,-- "-�- __------ -.,--___,...__..__ i I 1 I ! EXTERIOR I ; I i I t �Riefinlsh_pe n r., aqlc.,3 Coats, Paint 3 coats, Coats, Paint 3 coats, � ! � I I . r i FIBERGLAS, INSULATED, NO GLASS, WITH SOLID BRASS - i 0.33 � THREMA- : AS SELECTED � HINGES, FULLY WEATHERSTRIPPED, STYLE AND FINISH _��qy�__�_ ___________________ _ ___+�� _ p �! SWING l 2' - 10" I i � t" Contractor(s) will cooperate with all other trades and will complete work in accordance with best F .1____1____­____,_._____,_--�I 1­-I,--- _,_.____ .---,,---.���-�11--l�------,-.---,--,-,�-.,---.-----"-�......�-,�----..---.-,---.-.,--,--,--,--.-.---..-,-�.-��---,--�--.� 5 1 1 6% I 0 Va" 1 1-314" i N/A I NIA 1 1 EXISTING BEDROOM I Existing to Remain, Refinish per Owner I Repairs - Y,-l' Gyp Board, Tape and Spackle Repairs - IX," Gyp Board, Tape and Spackle 3 i i ; �! TRU f I standards and practices. I I i � ENTRY I , I � MIN, I BY OWNER � AS PER OWNER !� . _1.__­­_ � , -� r . 1,1 11 I-1- ­ -.11�,-�,-�-�-�,, �,,�l.--�ll.-,--, �,� 1.1-11, - 11 11­111�­_. 11 11 I­11-11­1 I i� I 1 3 Coats, Paint 3 coats, Coats, Paint 3 coats, i I � I �-1.11-1---,�-"-.-,-,.--,-,-��,-,� ,�"---"-,� ­ 1-1­1_­11-1­ ­_ - _­­ 1­1 ­­­ __ __., A ll'---- ,----,.------------,---.---�----,--,-�,.-,- __ ,�.,----�.----..�.�--.-",--.--,----,-�-,�.---------.��-11----,--.I � ­ -1-1-11-1111 ____­____­__-____ -_________._ ­­­------­--______-,­11­1 I.-­11­ __1__._i I——-__­_t­ " ' I INTERIOR - I � i PREHUNG UNIT, 6 PANEL PAINT GRADE, CLEAR FRAME. il I I � 1 i 1. I �� EXISTING BEDROOM 11 t)xisting to Remain, Refinish per Owner 1 Repairs - Y," Gyp Board, Tape and Spackle Repairs - 1/2" Gyp Board, Tape and Spackle 3 � 6 1 I 1 SWING I v -61, � 61 -8; 1-3181, NIA I NIA NIA � MATCH I 1 7, 1 1 : MATCH i WARE AND FINISH CONFIRMED WITH All dimensions are nominal and take precedencel over scale. All abbreviations are standard. � I 1 3 Coats, Paint 3 coats, Coats. Paint 3 coats, t i I I I EXISTING I EXISTING �' OWNER PRIOR TO ORDERING -__ 4� , i i " ------,------�,-�-------�------,-�-"-,-�.-.--�-.---�--,---�.1-�---,.-,.�.�.�.� I—----------�__ "_______-_____ I .­ -�4­- I 11 � I .� i ��I --__- -------,, I I I ,_� I - ______11 _,_____ ___..________._­i�__�_j__­­­-­ __­1------______.__11__1__.1________1--___--____-_-___-__ ---I-� I - 1- - , --".-,-- , I I -I------� - - - I I i I � I I ! : � i5��t'kij'NG-0141'f,-'6'0-A�it-C-'�4iNt'bk,�b�-'dLt;�'k-rR'AM�. ' [­,_____,_____­____'--,-,-* Existing to Remain, Painted as per Ownet. Repairs - 5/8" F.C. Gyp Board, Tape n Repairs - 5/8" F,C. Gyp Board, Tape and Spackle I I � INTERIOR t I ,_-,­I—- - - - ____ I _ EXISTING GARAGE � I � I I I I . All items of work on the drawings are new, unless otherwise rioted. i � .0" $ 1 1 ' 3 Coats, White Ceiling Paint 2 coats 7 I I � SWING � 2' � f>' - 8" 1 1-313" NiA, NIA � NIA 11 MATCH i MATCH �� STYLE, MFG., HARDWARE AND FIN,'SH CONFIRMED WITH I _________,__.___­__1______1 _____________­__,_­,____------------, --,-",---,----,"-,-------"--,,-�-�R�ck e 3 coats, Paint 2 coats --------�-,��------,---,-,--�---�-�,-�,-__ --�,.-�-,---�,---,-,-----�--,---�.,�-,-�--,---�-.--�-�.�-��1-1l.-I,---,.---.-.,,.�---.----,-. " __-- ! I PREHUNG i.� I , __J_ i I EXISTING I EXISTING 11 OWNER PRIOR TO ORDERING Proprietary names identifying items of work are used solely to prescribe standards of construction. � ; i i -iii�t46k'd-�iiiif,-,�i5-Aj�-i�l:-04li4:f-bj��4b�-�-dCtWk-�-k4kt--- i __________i_1-----`-iwfffkf6k- 041[�.-,-------I ,­_____,___ _____ 1___ __+___,______4_ __ 1-1.1 . _�----_ -_ -- , ___r__,____,_______­__1 t' �, , coats, Paint 2 coats - White C 1 5, -w I 6"8" 1 � I � Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. , �=_— _', , o.a� �___ ._, 8 � I ! SWING 1-3/8" , NfA I I NEW GARAGE Pioured Concrete. Painted as per Owner, 5/8" F,C. Gyp Board, Tape and Spackle 3 5/8" F.C� Gyp Board, Tape and Spackle 3 Coats, I � - -�,____-,----- __ --_�==��_ __��__�_��,!N=t�_i�U__,,!� 11 I i NIA NIA I MATCH 1 MATCH i STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH I I 11­ � I I - �__ __ I ______I EXISTING 1 EXISTING ' OWNER PRIOR TO ORDERING i 0, Ali wood frame construction shall conform to the American Forest & Paper Association "WOOD _1__ -- � - __-__ � - 11 �1. -- -­ -1 - I- - 11 .�_11]:­-11� --- ­­�­_I '-.�-----�-.r"�--�.-'--���-------�,_,_--,�_�.�,,.__ __ li � � � � l ________________­ ­` I I I"-��tit,fC-6Vt-f�kifAUWi�61dbbt 4§�dM�Nfbbbk_1 __­__ � ; ,_­_� I 1-1 I � DECORATIVE I 011 1 2 1 AS SELECTED I ELECTRIC OPERATOR, KEYPAD AND REMOTE, COLOR, FRAME CONSTRUCTION MANUAL" HIGH WIND, latest edition, 9 1 2 : STEEL 9' 7'-01' ! � �1 NIA NIA 1 NIA 1 CLOPAY I i I : ! i � � � � OVERHEAD DOOR � � I I � BY OWNER 1 STYLE AND FINISH AS SELECTED BY OWNER � L._.J___..'L,. ­­�,____-L_____ I __J___. __LL_____J_____._._,k �_____­­_ 11. All high wind resistant structural metal connections shown on the drawings, or required by code . from the root to the foundation are to be manufactured by "SIMPSON Strong-Tie" and be "Z-Max" __ � - , - -­­­,�1___1,1­__11___1__­_ _'1._­­'­�_�_1.1_'��­=­=11_11, - __ ",_,.4��_-, ,-� 1.i � _-_',I- �' ­­­��'­-_' I ­�!�­.�_-­==, =��_-­­��::�, - - -�.�=�=��-,-��:,�����-----,--:--���,���-,-�:���,�,--,�7��,-.�.��.-,,�-4.�_�­ _­�_-­,-­�_­­­11------ ­­"-'---""�-----I-r="���_���_�.......,�_ 1-111-11 �­,­­�_ ­_""-­­------ 11-­ --­­­_­11­-I--- coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless ', . I � steel, WINDOW SCHEDULE — - _1-_____­_ —,--- , � — ,I 2. All wood framing members shall have an allowable extreme fiber stress equal to or greater than SY7M!"!i`_�155T�Yj_TY P—E`-——--_� ---T_R'.-—o 's-_IZY— S IVENT I "U" �'­M_ ' I � I FG. BY CATALOG # i REMARKS structural grade Douglas Fir: ! i I ­ -REldWf-- SQ- FT. 1 SQ FT 1 VALUE i I 411DWH I _ ___ " ���_ � 1 -4----------,-----___­____.______ . I I � I —'-.--t-----�,�-4��DF--i�SE—N-------'.-------' i WHITE VINYL CLAD, LOW-E H.P. GLASS. MARINEICOASTAL ____+ I _�d-L40­__ I— I � I +-- , , Fb= 875 psi Fv = 95 psi E = 1,600.000 psi I i , I A It I ! DOUBLE HUNG 3'_ 0" 3' -1" 5.62 1 3.18 1 0.31 400 SERIES i TW210210 'I UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH I I i I ____ I_-____I WINDOW ___-,-- L____­___­____ ' , NYS BUILDING CODE. 1 1 All pressure treated wood framing members shall have an allowable extreme fiber stress equal to or _ 1.______.._____________ ,.---''--"-,-"-------��,�,--,-----,---,--,,---,�-,---�----"--.--�-------------------,___ i d- ____ , ,_,_­__,_,­____,__ �­ ANbb4§�EN ,­ I WHITE VINYL CLAD, LOW-E H.P.GLASS. MARINE/COASTAL greater than structural grade Southern Yellow Pine: ! 2 � -------'- -,"------"----" 3--1 -- ' 1400 SERIES I i B 2 1 DOUBLE HUNG I- 81, 1 4' -1" T-6192 3.94 1 0. TW26310 I I i i I UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH i � WINDOW � I i I , � l __,_____._­__­_ _______1­__.____1__11___. � ­ _L_._-_ ­1­1 I NYS BUILDING CODE. -­,­--­---� _­-, ,- , r ,_­,___.1_____1­ ,�-,----,,--- CLAD - �_- �- I ----�---�------�-----Ir-�'�.-�-.--'-.--,��__�,,_____,._,__.,_.__,,,_,___,___�__�._�,�_ Fb= 8Z§psi Fv = 85 psi E = 1,400.000 psi __,_____­J_­__`______1 ,----------- � I I ANDERSt�N-­----t- 1, WHITE VINYL CLAD, LOW-E H.P. GLASS. MARINEICOASTAL C i 1 . r I lir I - ill I L ; DOUBLE HUNG 2 1 3' -91' 6.73 ! 3.81 1 O�31 1 400 SERIES 1 TW2836 1 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH I ; I I 14� All "Microlam" and/or "Parallam" headers and girders as well as "TJI" joists and beams are to be � I : : i WINDOW I I ....... ­_11 i I ___I- .11......._______­11 I�11.11___.1_1�.___ -I I_­ 11 � 1-11, -1 _. _____ I I NYS BUILDING CODE. I I � � 1-Stic b&f 7VWT1 I--______-------------­___1_____ ­­11­1-------I-------�-"-"---��--�--l�-----,--,----�-.--,--,-- ! i CLAD J- --- ­ -------­[---------- ___�_______ __1__1_____ - I- ---- - ; I designed and manufactured by TRUS JOIST. Installation must be in accordance with , I I ' ANDERSEN i � WHITE VINYL CLAD, LOW-E H.P. GLASS. MARINEICOASTAL � � 0 1 1 � DOUBLE HUNG i EXISITING �� EXISTING I 1 400 SERIES i TO FIT EXTG. i UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH manufacturer's specifications. No substitutions will be allowed! ! � WINDOW ; I i ; I ,� ___--�___ - _ I-____________,_ i I i I i , OPENING � NYS BUILDING CODE. � . I I I 11 , ­.- I - 11--.11 1­ ­1 I ­_1__1­1____________i � I-.1.­11. I I ­­�­ - � I 1. I I­11 11 11___­_.1__1_ _­­­­ .�--l'--------,�"---"---,-,�.-I'�---,-�--.".. �1-1--�-.11��l-l-,�-.-,--.�,�-1-1--�----�I i i CLAD - " ! T-41l4bE�R§b4 1 WHITE VINYL CLAD, LOW-E H.P. GLASS 15. Contractor(s) is/are to follow all manufacturers' instructions, shop drawings, as well as installation . I ' i � I - MARINE/COASTAL ; � L 1 -91, 9 � E I I i DOUBLE HUNG ! 3'- 0" � 4' 9.64 1 53 0.31 1 400 SER t UPGRADE AND IMPACT RESISTANT GLASS COMPL 2 � I : IES I T i IANT WITH � manuals when installing any prefabricated item(s). i i WINDOW i I I ! _____1­__11­­_11_t.­__11__._1____­_1__­11__ ­__ ­­11-+ � ; I ____,___... I - ­ ­ � _­ ­­­ --,--____�___ � 1 NYS BUILDING CODE. � i CLAD r --I'----,- ? __ - __­­____­1. I 1­11-­­I ­d-1-1-11 1 1__._______,_1_1­__­1-11 __11_1­­ - -- ________-------­ --­­--­---___­_­.,_­_ � ! 1 ANDERSEN � SELECT I NIT ; WHITE VINYL CLAD, LOW-E H,P, GLASS. MARINEICOAST I I � --- _____I ; 1 4C-111 16. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the F ! 2 ;! DOUBLE HUNG I EXisirING � EXISTING � i � 400 SERIES t TO FIT EXTG. � UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH I � ! I I � � � drawings. I � I WINDOW i ; � OPENING 1 NYS BUILDING CODE. J I I I I L I 11-111. ________t __� I ­-1-11111- - 11. I � , I _11_­_1 ­_­1 . .111 , - - I— J _._1_1­_­_____4___1-,----,, , _11-1-1-1 I-, I ___111­.1­­_­_1­1___1__--------- ___, I -1.1. ­­­_ 11111-----___ �'l-L--��'�-�--��-�-�ll,��l-.,.-,��...- : EXISTING ; TO TO I � 1 EXISTING , ! � � EXISTING WINDOW UNIT TO BE REMOVED FROM KITCHEN G i I � BAY WINDOW � MAT"CH � i � 17. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting in i MATCH �i I '� ANDERSEN I AREA AND RELOCATED TO DEN AREA, I I � I i � I 1 4 � UNIT � EXISVING , EXISTING I I � ! I I � rafter bays adjacent to any skylight framing. ­1­11.1,....1­11- I_-_I, I 1­ 1 `_ __4__­_­ ­-­­­ I I I---,---_-4-�",__-, I__,______ _'______,i � ; - ­­_­__,__,_-1-tilSfiNd WINDOW UNIT to bt`i�E_M6lttb F46M-6EN-4f-;i�A­-1, I tikISfINd_ - ,,-,,-- -,TO- '� -_ -TO-- � EXISTING H I I 1 DOUBLE HUNG 1 MAT-CH MATCH 1 � ANDERSEN i AND RELOCATEDTO LIVING AREA, 18. Provide solid blocking on all joist spans in excess of 8'-0", unless noted otherwise on drawings.. � f I t � - i WINDOW i EXISITING I EXISTING I i � I ___.1_­_ - � . -I 11 ­­ - I----- - __-11 ­ , , _ _ � , i � - 'r--- ------ - ­­ i ____ �_-_-_ --_1_1 _____1___ ______'___._, __11111__,__1_ 11____1__­­­­­ --- --11-1� : I I I I [ INSULA-DOME I I i � --­-"[---P�owdto,�,--64ft�­6--ijtAVY 60Y­ CIJMifUM_jF ffH---.--'--- , f � I I i 1 19. All headers and girders with a span in excess of five feet(5') are to bear on a minimum of 2- 2x4 or 2- i 1 SKYLIGHT 1 V -10)1/2" ! 3' -10" I � SKYLIGHTS � '22 X 45-1/2 �� INSULATED SAFETY GLASS. KEYPAD CONTROL SYSTEM 200 1 1 ! : ! I I I 1 1 i , I I I � � AND MOTORIZED PLEATED SHADE AS PER OWNER. 2x6 jack studs with double floor joists below, unless rioted otherwise on drawings. -------I---,-r -I--111­�­ ­', " _­, I I - ----- I—1.I I __� .­r 1"­� ­"..'­­­­- 1_1 I --I-- � i ­ 11--­­1 1. I �-.11--11--I - I­­­11-1-.11.­ -1-1-1-11-- . ­-­,__.__, . I - I - I ____ I -"'-'-­_ " ' Nbb4sE - � ' ' -� - -�' __ � 4 ___ ''_,# � � CLAD � I . i , i A N 1 WHITE VINYL CLAD, LOW-E H.P, GLASS. MARINEICOASTAL 4 1 i I � 0�29 1 400 SERIES � AN351 � UPGRADE AND IMPACT RESISTANT GL-ASS COMPLIANT WIT ' , 3' ,.5112" : V-9" i 4.00 � 1,60 H t 20, Provide 5/8" fire code gypsum board on ceilings, walls and structural elements of garage areas as I I � i I I I I ! . - ­ I l � ! ; I WINDOW I ! i I required by Code. ­-1-1-1--l-I� I i ��-- ---,.-.--�.�---.-.r-""--"-,-��--�-,,�.,_�"_ .--"��--�,�.-II.",",,-"'-'-'t ­1 .--1, I— ' .4­1 - I I I � - ­ � I 1­11_111 NYS BUILDING CODE. OPTIONAL ELECTRIC OPERATOR. 1*1 l Sf' '- f-­--'-- -'--'---"--'-­r- �- � I - , -,- ----- I � i AUTOMATIC I 11 i I : -­ - ­ --, -,-, , � , ,--- -T I-- - -,� ---.____- , I I I I I GRAY FINISH, HEAVY DUI Y CONSTRUC ON WITH �, L I 2 : FOUNDATION 1 V ­4" i O' .13" � N/A I 0.50 NIA I AIR VENT INC i� HE.AVY DUTY � HONEYCIOMB GRILL AND PRF?vIIOM BI-PAETALIC COIL FOR � i i I 21 1, All firestopping shall be of an approved non-combustible material and installed in accordance with � I I I . VENT I 1 --L I ; I _____L__,__ ,� ­ ­ I I I—, I Tl�>, ATIC OPERATION, 111-­111-11, ­ 1­1_ ­1­____,"L_ �--i'�-1-�-1-1�.�-1.1-1-�.. .-,��-,-�,."'',�,�� 11 .."_ all applicable codes. ''I -.I-,-�­­1­1_1______­­,l­­­.-_____1_­__­­­��­__­_11_1_­1_,._,�_­­­­­-- ­_­-­­­__',____­­­.­'_­___,_�_­­­, I I L ­111­11.,a__ ___ _,"."'. _L.�� _­ '___­____­­_1A_r­__­ ._,_.__"_­_.,___­J I NAIL.ING SCHEDULE 11 I —11 1-1-11-11-­­__ ____ i NOTE: 22, Exterior Wall insulation shall be 5-1/2" (R-21) Kraft-faced batts with vapor barrier facing warm side of 1 4 � JOINT DESCRIPTION 1 NUMBER OF ;' NAIL SPACING I building. CeilinglRoof insulation shall be 8-1/4" (R-30c) or 10-1/4" (R-38c) Kraft-faced batts as I I i � il CONTRACTORMUST CONFIRINI wiTH OWNERTHE EXACT MANUFACTURER AND SIZE OF ALL NEW WINDOWS AND DOORS, AS WELL AS � NAILS i ,� I i 11 � - ' shown on the drawings with vapor barrier facing warm side of building. Basement/crawl space .1 ,�-�l,-,d.��-,.,.--,.,-.---�-�l-.-,.,"��--.-,.,------- --- ___._­_-._._­1 EXISTING OPENING SIZES,OF' REPLACEMENT OR RELOCATE0 WINDOWS PRIOR TO FRAMING ANY ROUGH OPENINGS. : 66- MING P � R( F-FRAI___­_____ ceiling insulation shall be 5-1/2" (R-21) Kraft-faced batts with vapor barrier facing warm side of ­ 1 ,�4 - R'T6y0-J5-VL4TE (t� nai eq) - __7__1___ _� __­­____.11_1___­______4 , F e I I building. I -11 ,��-11111-.----,-"�,,��-,��-,�,-�,�-�-' , ______ ____ ___ 7_7 _7 4 ­­­ 4�� I 16" SPACING, 10' WALL HEIGHT - ­­­_­­_t_j5ifR­'kAFtFR�-______- __ __'­___-----'-- _ 8� 1 1 - - "-- _ ­_____­_1_-___­­__ ­­­­ ­­I-,--­­ ____ ­­t­ .� 1. ,__­_ ­T­­_ , - ..".11­11--­11 11_,_,­_"_, _,i I CEILINd JOIST TO TOP PLATE (toe nailed) I � 23, Contractor to provide one layer of building paper between sub and finish floors or underlayment, I k­ � � " I 11 ­1 I I ­ i � ,_­­ " - 11 I il with all joints staggered and properly secured. 1 16" SPACING, 10�_'WA*L'CREldHf_ ­ '_'­ �� 4- 8d 1­0tik Joist- I I l I I I -- _]'_I�,� LA...P_'­_'_____ _­­ ­ ___1 1--l-�-.--�—,----,--,—�"-",,--�---�-----�—� ;,"i��IL'INdijbi�-Tf6'04k)�CCF[- kAVtl� fac-'e-'riaded) '� 5- 1'6-d- - i ----------------,-,------�--,-----."4 !­­1- I —— ­ I——-1-1.­ -.11...11 � _­­­­1­111L_­­ �-�.-I-�--.".--,,-.�l"--�l----I-I.�..-f9d_ 11.1­1­1,______ "I I.-I�,-�--.-..- .�-�,-�--l"-�-11�--I - ­1­1­1­1 I ,: CEILING JOIST LAPS OVE"! 1ARTITIONS (face nailed) - I EACH LAP 0 F J � I 1 24. All windows and doors to be insulated, "Low E", high performance, impact resistant glass, with ' I _ - - ­., i � I screens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a cbL' LAR TIE TOR­AFTER'��i �c' n-a-i-led' -)' ­ __ -, ,__­­_,_____­-, -F,-5--_10,-d ­ __-­ ---! _1pE_R­-T_I E­E,A C-_H ,It_�N b,--"I 6-'-'_41,c � ! I PLUMBING SCHEDULE I � marine climate is to be used on all windows and doors. Contractor is to confirm operation, style, , @ ! I .1.1--I I-I-_1�4d"Wtillib '_­­ ''I 1- , I.- _­­­­� �—______ — ­_ , ­­­ 11--­11 I ­------­_­---��---,-,�,-�--�.�-1-��,�,-,---Ir-l��l-- _ ___ _ __ -_1_,____,______,__ ___ I ., - -.1-11.1-- -1-7.1 -------- I finish,color and manufacturer with Owner prior to placing order. I� 2-16d . ROOM FIXTURE ,:,:�Y������.__ COLOR I HARDWARE ______ FINISH -__t kOCKI"Nd TO RAFT E- R, -(t( i ,i a-1_1 e-_d),- , ­ ­­ ,­-, - , , 2-8-d-- I , k(M 864kD-TO RAFTER (vi_i nailed) I EACH END - ::::� - I ,�__ ___"..111_­__�.--,___ ,,------,k----- �_� � FIRST FLO&R—'� : WALL FRAMING � ' _________—_ " I -- '����r,"-.--,-,'.'�-,�-.--�ll'� ---.I.- __ _ � � ENERGY CONSERVATION NOTES : KITCHEN �AilNK _­__­�up�plid­�y��v��nr,_k�iia_1led_b__y­­Contra_-c_tor .___n_/a___­_ Supplied by Owner, Installed by Contractor � n1a ! 25. Contractor to verify exact size of existing rough openings in locations where existing windows are � ,f OP PLATE TO TOP PLATE(face nai 2-_16d_____7PE_"F6-T--­-__­ I 11 � _1­­1____1.1­_­_.__­ ­_­------�-1-�,-�,------,!�#1-.---.�-,---��,---,---�,-,--�---.--,- ______,___ I : I being replaced or relocated. T----"---------"----"--"------ ' ­__ ­-­ '� ______ ___________�_-- -------_----------------- I — "'OP PLATE AT INTERSECTIONS ; I 1. This residence addition & alteration has been designed for and meets all the ______� : � ,ff#�e.aa�Lle�q).,� 4- 16d i JOINTS-EACH SIDE ____r___,-------,---------- ' _ ____.---.",-�,-.,�---,�-''---,�---�-,.--,-��,�-�� I— SERVICE SINK I Supplied by Owner, Installed by Contracti -- - � I- ­ 1-1. _­­­ ;�r _____t __________­ ____- ­ ____I---- I- -1 - - I­ - I n1a I Supplied by Owner, Installed by Contractor n/a 26. All windows and exterior doors to have aluminum or wood drip caps and flashing. � STUD TO STUD i,fii�e"-,t--ta--Iil"e--d,,),",- -, __ 2- 16d I 24" o.c. requirements of Chapter 13 of the 201 0 Building Code of New York State, Chapter I 1 1 i I -_I-------__', ------- ..�,-----,��-,-,--,",-.,----,--,- - - ­. I � 4Abtk_tb HEADER (fac-e"nai-le'd-4, -,---,--,-"",-"--,------,-----t--I----f6d------,---,-�- 16" o.c. ALONG EDGES of the 2010 Residential Code of New York State and Chapter 4 of the 2010 ECCCNYS. �­ =-. — -L . I - I- � I - I ," . - ­1----1-1 ­­' ­­ _­­­�­ -------- --------- ­­ -­ - ­.- _- .-,�"-.-,--.--,--,-�-,-�--l�.�,�---,---,�,-----�-, __ ­11-1-1 1___1-- ___------I - 27. All door hardware, butts and doorstops to be solid brass. Entry, lock & latchsets are to be Emtek, 10P OR BOTTOM PLATE TO STUD (end nailed!) 2­ 16cl I PER 2X4 STUD I 1 - 11 , -1 - I—-­___j.,_______,-_________-,--,____,_.,__.__-"r",',__­------- I --1 1­­11--l- 1­ -11 11_____11_11_11______ - I .11--­__ _,"A % ofGlass = Areaol = = � I 3_ 16d I PER 2X6 STUD ,It _ULass iq-§-q.ft.-- -_ 36.07-- 9,00% glass _­­_ -M=­�_ Sell "A" or"B" series,or approved equal. Style and finish as directed by Owner. Area of sidewall in sq.ft. 401.00 BOTTOM-P�L'Attr-t&�E664-joi��'-f��-,-bAkbj6i�-t"'' ' 2- i6"d '_ TPEk'�ObT _­ - --'-' ­­­ ­­"� I � � ,-�Nl) JOIST OR BLOCKINR.t�ace 9�, � � � 28. All cabinetry, counters, shelving and casework to be given an allowance with style and finish as - _ L!e�,4)�_ I %, I I I I___ -------------�L_______­__4___­___,­ ­­­­ D �1, 2. All doors with glazing and windows, to have insulated glass, thermal break, weather- ___ - __ -----,---- -,APPLIANCE SCHEDULE selected by Owner. FLOOR FRAMING —I — ­1" stripping and be flashed as required with a maximum"U" value of.40(minimum"R" _1­ — — ­­_­—�-- -_ . ____11 - — APPLIANCE MANUFACTURED BY I MODEL # I REMARKS � JOIST TO SILL, TOP PLATE,OR GIRDER(toe niailed) 4-8d I I I ____­TPEk JOIST-__ ' ­­' ) value of 2.5) and a maximum infiltration rate of.30 cfm per square foot, - I----- - --__ __ — ' '__f&J6ISf'(toe' n_a`i_Ied`)­_,_---- --------__ -,--- ______­2-8­6, I __________ .,-,-�---,�,�---���---,-.--,.-- ,�."�."', -1,11 1 29. Contractor to provide prefabricated closet system or 16" x 3/41' PTS plywood shelving with edge band Ell R I D G I�b I- .­1 ______,I EAC H E N D , i I KITCHEN --------- —.----F _,____.__­._.1­­... . -------- _______ ____ I ___­­--------� -� ll-�-I"..,--�-1111---,��--- ---.� l-l�.I.-�lI 1-1 -11 3. All opaque exterior doors to be insulated, thermal break, weatherstripped and flashed REFRIGERKTOR Supplied by Owner, Installed by Contractor n/a n1a _____11 and/or 1-3/8"diameter wood poles at all closets. Layout as directed by Owner. � i3LO6'kiNdTbjbi��'t (t-'o'e-i-i"a-il'e-d--)-"--''---,-, "'"' ,___­­ ­_­_­_'2'_-, $_d EACH END 1, ­_'11 as required with a maximum"U" value of.35(minimum"R" value of 2.9) and a � B-LbItkING Tb--�'IL:C-bk'tb-'P'"-'"P---L-,-A-,-T-,E,--,(-t-o-"-e naii-ed,---)"-,---,-,--,-,----3--,l-,6-d,,--"--,--,-"----,--E--A--C--H ,BLOCK-- __,__­_­_ _,__,__, q ---------------- _________________ ___ ____ .111, ­111 __ ___,____________ - � � --�-�-�"--,---�-�------,-.,-.-,--.----,---,---�-----"�-�-"---,--,�---------_________,__, ____ t maximum infiltration rate of.50 cfrn per square foot. 30. Contractor to provide and install all interior and exterior trims as called for on the drawings & I I I bddk__S�fklO�'TO BEAMA!ace nailed) ( 3- 16d . RANGE Supplied by Owner, Installed by Contractor n/a- nla i-E _­,_,__­ ,_,__ -,- ,_­­_`,­_+_ EACH JOIST � � ,_,I specifications or as otherwise directed by the Architect or Owner. I JOIST ON 6�Ddtk t6bEAM_'('t_6e'­nai led) I _�- 6d"_­_­-- ­-­_­­ ­0 E_R­J bis T, , ,, , , - I I I- I I.,­ "I ­11-I­­­ ------'--- -'-- -""-"-"-""--' ---------"-�--,--.-.,--- __.. ....____� 4, Any new HVAC equipment must conformto Section N1103 of the 2010 Residential- �___ _____� ,-.---"--------------_____,___________I l BAND JOIST TO JOISt(end nailed) . 1-d---l-6-d- --�---.---------.,-----------J,-O-IS---T- -,-,-------- -----, - 4 HOOD Supplied by Owner, Installed by Contractor n/a n/a I.. ''________A I------_-.1_1_1 ,�-----�-�",-----,-�-,-.--�-��--- ------- --�-�--,---..,-�--.-----,----,.�- ­__1- Code of New York State and/or section 403 of the 2010 ECCCNYS. 31. Contractor is to clean all door and window glass, as well as leave all floors,walls and ceilings'free of � - '-'-- '-- - ­­1 -------"_­__'­_ ­f � I 6AND JOIST TO SILL.OR TOP PLATE (toe nailed 2- 16d JOIST 1, N I I 1, �,­_, ­­__­61 - - , , - ­_ - . ____ ______ --- .— debris immediately prior to final completion. i ROOF SHEATHING 5. Any new domestic water heating equipment must conform to Section N1 103 of the DISHWASHER Supplied by Owner, Installed by Contractor I n/a r__n/a : - I I I . ­­­_­_1­_ ; —.1-1.-.,-,-­�_­ � I PANELS ' , -�--,.�l',�"-I---z---�z---,I--,-,,--��---------,I� 2010 Residential Code of New York State and/or section 403 of the 2010 ECCCNYS, -rl-- 32. Any reference to"as per Owner" or "as directed by Owner" refers to George or Gus Zachariadis. 1-1- I I � E/6" IN FIELD 'i ­ ­­J -' - "-,--- - ,--,-- '_ " , , I 4"'-�EkiM�ttk-E-66tiON't'---"R,A-F,T"ERSI,6-'-"'olc-, - ,_____8d,__,___,______ ___ -T��,_4_tdd - , -,-,--,,-- ­ _,_­ '� 11_ .­_­_1­__­_1 I'll ­­11 I �- ­1_11 ------�---.-�l-,-, ,�1--�l-- --- -�.--�-------.---,-.---�------.---,�-�-�-� -----"--"--'----"-'-'--'----'- � 1k INTERIOR ZONE - RAFTERS 16"o1c 8d _a__1 6$L9 tDGE/12" IN FIELD R r­_.______1I`__ ­_____ -_ - I � COILING SHEATING, ; i -1- : __', I , �, ,­­-�,--��l-.--,-rl-,,-.---,,��-oi------,7x----�. I � - ___41-_1�1, � STRUCTURAL PANELS � I I � . -I --�-,.--.I­1 ­­-1-1----------�,-"--,�--..�-.-----�-�---.--,---.,---,---.,---,�-------------- �. - __l_____-._ ___-1_____f ____F_,-,-,-,----,---,-*-----------------,-----,--,-------- 1 4' PERIMETER EDGE ZONE -STUDS I G"ol(c I 8d 6" (a) EDGEJ12" IN FIELD I I� I � ��-"�,--"---"�,--,--,-----,-.�--,----�---.-,---------��---�-.----�- �__----.I-�F______________-----I-.,.--­­1__.___________.______1_----------___-_,� === �,�=�_� =� INTERIOR ZONE -STUDS 16"o/c j 8d 6'�2_ 12" IN FIELD I �_11 _ ­_11______ _,____4._,____ _________ GENERAL PROJECT DATA 1 ___!�___4, - � --7- - �pccupancy Classification e:!q� F��tv_kr�i qoni��tp�c!�on ),.- Design Criteria ­i 4llo� 1 FLOOR SHEATHING 1J Nature of the Work 1 1 __­­,r_- r___­_-4 ----.-,---"-. 5 ____ Buildipa Us� I _ ' ---' _ _ _ - ; -­+-.--- --- -----,- ------- Uil _t __ _�� _ 5-0-L- I - _WKE-AMNEC' L.Eff 8d I 611 ": CROSS SECTION END VIEW CROSS SECTION END VIEW Alteration�� d ition i Single Family Residence , R-3 1 16 feet 488 sq.ft. I _ _V. b___ ' "�Tkll ge EDGE/1211 IN FIELD A a t--R— I 11 �1­1­­1__­_,_,_._,__ ____-__ - 1_______._4_,_ _____­� ,_�-_ I-- 11 ­­­­_ � I—_ N q 1 1 AF&PA WCFM 1995 ' � Z , " , 1, ________�� I Edition I I ___1 -T"r­­ t­;,�, - _1. , -, I I I I Ii I "", '�L � _�, . \ _/ , �� 1, " / I 1, �___________._____,_ 1-�' '-'--I'I--.L-I,'11-----��--.-��,-----__,_,,__—i , � Ht9h Wind , I I . _L_­_1_.,______­_ I /"_� \ � I � � /,��11 , / ­�`_ ." / � ____ __-------4— --______ - ? i I" ,� I- �_:::�_A"_'�', 1, r 1, I i­_______ 11 "I - � ��-- �, -I \1 CEIL N --, \ I �,, -- I � J I y I "� :.:. -,,,� i # , _,��- I I , I � -7- - - � ,� I 1, �� , , I 11 , ­ I'll_______ -.--- I , --.-- / � r, L.,f_1 , , 1___1 I � I ,�� ��,� , , �f­ ­=�-�= __ I 4�1 ,, ��P.EIISL I'M , ­__*_� -4 � ____ - — , _==__ �___-11 ; __ - � - ; I ,� � , i t4p ­ ­­___�� � �! � � I I - . ; I, I i � ", V d&LNDZONECO EQT RSCHE '. 11 �� __ I I- I 1��_ �, ,� : � ______ ____ HIG -0 — � -,,,, J _�, �', i I - ­­­ .­1. 4 �, __ -�__ IN N OR_ DWE_______.._.____.,____._______� -I" \ - f , I . / �',i-�',, 1, �,� ;'­� -,,� - / I——I— ____� BUILDING PLANNING DESIGN CRITERIA . �,�_ _ I� - ::10 ____ , ,_=.� V.__­ \71= �4 _-, \ i= , !� I 17_-_1-_1_1______­__. .......i i-_ I ---1_,� �I ! MANUFACTURER/ � MODEL # i MATERIALIFINISH I 7 ,� t , / �= �, I . I I � I I �/ ,,, i � �'/ 1\ / , ,,, " " � : -1 , � , a -6r-6 u­nd 1, Wind I st fee Shield Flood ,; I ! \_1' i 11 I , ,""� - , ,�,1 - I I 1 LOCATION i I; I , " -___� � - �...... -, ! ,___1_ Design Load i Design Loads I Seismic Subject to Damage From I Winter De ign I ;i­,_­,-­­,��­= '­ -1-1 I _r_ I _' '_ 1� -, I � I— I 1� , - f­ ­1 - ­ .r__1__­__.___ -, ____ � -1 20 W METAC SM_ f- --r- -�_, �_­­-1'___,r1F__1._1 ­­---It I RAFTER TO 1 6=A—A C S T R_�P fl�'__ ! _�, _-1 : 11", Dead Live Snow 1 i Design Temp. Underlayment Hazards 1 LSTA21 �_�_20 �MET ��� __r_.11____,______.__.__T_ _­____.___­__ ,l I � I " I ,,--7 � ji�oof T-- I _ oof Attic Floor I I Attic ' Floor I Floor j Lo I Speed I Exp Line I i , ­_ 1\ � '�i r t De , , I 11 ' Z-MAX COATED 4 P-� " ­ ,�, �,,------__! 1­11­1­1 i � I � t I -1 i — 4-1 -_ I �W_�i&th �in__`g` I Frost I Termite cay I ",--T--, - �AFTER / i 0 1 � � le, Pat 1 ad I osure I Category I � I I - I � � 1­­­­e'RiDG' ' _�tk(*d-T I - -1 � I I 1 1 , - ==,� ­�=­,, f i i Esf I e!f 1; ES 2 i I I t ­_ ---._ ___1 p!!__pf_ 2 es f I ,RAFTER TO TOO I S110SbN it _­­_____ __­ -k-2'--------'--i6'ij*A-MtfkC 'ijki4i�At�t-'tiE . ..... �- �1 ­__7__-___­ ___, // , 11 �._=_ -�_ ,,-,.- - _f 11 1� / 4___ _ __ 1, i - f _-Mlel_,_� i I 5 X 14 � I 7 1 i :.I -i 1­1­­_:��_, I � '�, ' � I I Do ?,es i w I ' , e u red I " I � Z ---i I _L+,�l I 11 I I r------T­ � � 10 I 10 � nia 1� PLATE TO STUD -MAX COATED �.! I f rl I ; I -­_ I - ., ...,­­­, 11 . � I �, 1� t ­­ ­­­­ ­ I J1 I l.� I ,--I I I � i ''i � � l ",O� -1�l � — 1 1-, *`1 "ll I "'AAFTEk-T6 SIMPSON �fk6N6-tl� I _W1'6'_614'_' ] _i_�_d_AMEf bkkl�At tit- 11 7 ,11 � - 1-4 � I I- -1-1 1-1­11,-.1 11 r-.---------N ____� ; 1 � �, " � "I ,_--_--­-41:z--_-­�' I - , � - ,11 - " - - I "I"I'l,''­­r1­_­_. 44296� -1- 11 - _ — : V� _ I ­,­­ ­­ � —_ owlimllmsllilo� , , t / "li__ - - ­� - - -1 I I i I 1 I / r ' " Z �_ I I I TITLE ­�,_, - F "I __r I _1� Ill,li 1�� - TOP PLATE , : i H 10-2 ; Z-MAX COATED 11 11 �__________tV' )t "'. - I, , _., - V­__ __ I. I , � t�_��I---`e.� -_-5,, 1E-__-T;;�" A L__7 -V, I--1 . , ...7 � i I fI---__ - ­ ­­-1-1-1 _1 \., � ­ �11 : �,�/ - 11 "I I , 1_1� � I I I 11,11. � ,��Z i ., top PLAT� I i _'R64RICAN't TIE 11 _4,z I .". . .. . '. "." i , \ ;1 � I I I .1 I I '!-.; ,,� � . .,�11 " -1, -11, z I I I i -,r,p -r I,_4 V ,I SIMPS6"t'14ONG-T H'� I� 64 MEfAE '�__,�! "I , , F LA�o .1" , I I 111 l�ED AR __ 1; - � 1, . ;� I ' 'I -1 I - - I 11 I � % 1­111 ­1­11. 11-1 rl%"�f­ 11 " ; A �' "TR' " No"k - *s, t, " , � " 1L_',1__� ___�__­__ � J 11IT i� �, - I E ­_"" �7�' _-, " \ - 9 _ 1. I t"".". "',7 � ., ,,,,,, I &' 'ro s,ruD Z-MAX COATED _____� __J _ _ I I A ,�51- ��! !__, , ] , i !, __ , � I ' ll , ­ _ il -�, , , I GARRE**"""""""" A. A U � , - STUD TO BOX SIMPSON STRONG-TIE � MSTA36 � 16 GA METAL STRAP TIE ? 1�11`1 Z ^ 4�, �-I ,'&,IZ1 I /- - I ---:,� -14, E;:,#� I i­ V_­ 1lllllllJi 4' i;5, � -, . -- i4­- ,Z I Z�t ,- k, __� ---- � � L6cAfFo � 4'.1 Z.r t_j BEAM AND SILL � Z-MAX COATED 4 i� :��11 �- � lrl� a . .� __ _'L H RRICANt TI , rchitect /A,4*%,-r--r1 -r JJ 4', W-' ,, t-4- "it". TE. i I LATERAL FRAMING CONNECTIONS I f�,IAF R To '" 1 SIMPSbNSTRONG-TIE H 10 16 GA 4ETA U E 1. UPLIFT CONNECTIONS __�­­_ "' I — — LEDGER i f I Z-MAX COATED I , ", � " . SCALE , REVISED ___70R_kW__1NG N6----- -_ _L WALL­­r'! I I- -11.111, I- 1.i­ I - � ­­ �-�,�.1-1---��--l�---,--�-,� ---,- 11 _1 r---I ­­­­ NOT TO SCALE � % .1 A 4,> W,o'rtl,,l.,V-41 , �._ " -, __ 1�-I 1 4 NOT TO S(CALF A 'k TO TOP I SIMPSON STRONG-TIE I HTS 16 � 14 GA METAL TWIST STRAPS ,' 10( , RAFTE "' I/ 1 1230 Traveler Street, P.O.Box 1412 . DATE -.,-- 15- Z -4 -t I lll�;,1!�,Li C_ r,"� rr-- �V_�,I t;7- A -5 OF GIRDER � I Z-MAX COATED i , I i��- 1Z 4 - I I I ,: � 015244 � -_' -11 _FiLlikft ROD'& - ' � _" I , ­�Al�NSY __'__­­__­­ � 1 1 �I ROOF G'IRbEk 11-1 I­­­­-�l-."�-�.�-,-.."--�1.1--l-l�11--I - 1.11 -11 1 �1, BEARP4 I i I �_J " Southold, New York 1 1971 /-\ � I I i � I, J — _TS�_pp_lledby O� .1 I I � - _ ",-"- , I -1�� _0 � , F 17_i�l -77T�'-f,4, " �,,�,�i k, _F__, 4 f f t I , � , I I R q i I I ������������������­_­-il......A- . _j ' I � '1'HRU COLUMN TO I SIMPSON STRONG-TIE �I STRR 1/2 1 COUPLER NUT, ALL Z-MAX 1 4 . OFN pK 631 - 765 - 5455, fx. 631 - 765 - 5490 4 ,/_1 4=P � I I 111FR_____­1_____1 oir . ____1 - ,---- 1-1�ll-���.-i----,-,-,---,-�---"I 11 " I 11 I'�-,�-111-1�-21�-�",---,—,-- -�,��,—�--l'�1--�1- 11-- I I 0" -Z,e,- 1 1 i I I L � . � -S �q;= J;�, — ___' — ­­­­*l­­�� i ! I ­A�_ — ­­ --------"-_J "r, . �, architect(0)quixnet-net 'T M6 FOUNDATION � COATED � )-- - I I I ! I : I I I - 4.ur�•..e.z..m:+.au�,..,....w,va.:. «w.wndtimM« ,».:.ex.:..,.,r.., ..,, ,,..> ,,... .. ».,..�...:., _ ..»,-,:, ._ ..._ .. .,. ...,:.. ..,..... .«..... ........:...:....ww..,....,..,..,.+rw ...,..,u.rn... .. .. «,...".m`mw, wa+,.u».s•..u- ....v...4.>wn'w+.� .:....:_.«.....:..row+.®so-ww:.,�:.w.r..=row..-r,.,ao.=..rrm,,.w.,..tiA....,vw.o-wne.A,ro�mm�w...+a....,. :;nu+row.w.�w.w..w.o-wswwx-.o.....v�vm._�..._:usrv.,...u<_,.......,+.xiarix�+.:smvw.aLa.slarxawvu .,._....••. .»a....,.e. ELECTRICAL LEGEND ,. .._ ._._.. SURFACE MOUNTED INCANDESCENT FIXTURE AS SELECTED OR ISUPPLIED BY OWNER RECESSED INCANDESCENT LIGHTING FIXTURE _ 14ALO#H-5WITH#601OW TRIM(H-1 99-1 1 P)ORL AS SELECTED OR SUPPLIED BY OWNER RECESSED LOW VOLTAGE LITTLE LITE FIXTURE HALL}#H1499 WITH#1421 TPJM AND HALOGEN LAMP OR AS SELECTED OR,SUPPLIER BY OWNER ` CEILING MOUNTED PENDANT FIXTURE AS SELECTED OR SUPPLIED BY OWNER I EXTERIOR WALL BRACKET FIXTURE AS SELECTED OR SUPPLIED BY OWNER WALL MOUNTED SWITCH DECO ROCKER -- STYLE OR DIMMER-SINGLE POLE OR MULTI WAY I AS DIRECTED BY OWNER WALL MOUNTED CONTROL CIRCUIT FOR MOTOR = OPERATED SKYLIGHT AND SHADE WITH RAIN SENSOR AND BATTERY BACK-UP h WALL MOUNTED 11QV.DUPLEX RECEPTACLE "DECORA"STYLE LOCATIONS AND MOUNTING I HEIGHTS TO BE CONFIRMED WITH OWNER HEAVY DUTY 110 VOLT JUNCTION BOX ADEQUATELY __.. . I SECURED TO SUPPORT SUSPENDED LIGHT FIXTURE _ 0 VOLT JUNCTION BOX BY OWNER X FOR POWER AND CONTROL WIRING TO SKYLIGHT AND SHADE. .MONSTER"INTERGAITED NETWORK LOCATION FOR TELEPHONE, ro-�+ `✓> Y , DATA,CABLE TV,HOW AND COMPUTER INTRANET.QUANTTTY FINAL LOCATIONS TO BE CONFIRMED WITH OWNER NEW INTERCONNECTED CARBON MONOXIDE L : DETECTION DEVICE WITH AUDIBLE ALARM l ;, ✓ INSTALLED AS PER CODE DEVICE TO BE MOUNTED AT COUNTER HEIGHT r � _. _. DEVICE TO BE M'rVEATKERPRQOF V. r''r RECESSED FLUSH CEILINGM UNTED STEREO SPEAKER SUPPLIED BY OW'NFi, E , INSTALLED BY CONTRACTOR, WIRED BACK TO CENTRAL COMPONENT r LOCATION AS DIRECTED BY OWNER n RECESSED FLUSH WALL MOUNTED STEREO SPEAKER SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR, WIRED BACK TO CENTRAL.COMPONENT t 7�. LOCATION AS-DIREC'l'ED BY OWNER _;! v� F; \V. t: %,_,..__. --.. __ .:...__ .__ EXTERIOR SURFACE WALL MOUNTED STEREO SPEAKER SUPPLIED Y 6 NIW _R,-] INSTALLED BY CONTRACTOR, WIRED BACK TO CENTRAL COMPONENT LOCATION AS DIRECTED BY OWNER �u EXTERIOR SURFACE MOUNTED LIGHTING FIXTURE SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR IN LOCATIONS AS DIRECTED BY OWNf R ELECTRICAL NOTES e i. All electrical work is to be completed by a licensed electrician and is to comply with all National, w 4 ;P7— State & Local codes in addition to underwriters standards as they apply. Electrical work must be r J i performed by mechanics skilled in their respective trade and shall present appearance and function typical of best trade practices. Work and/or materials not installed in this manner will be repaired or replaced at no expense to the owner. ` t ' 1. All work shown on the drawings is diagrammatic. Electrical Contractor shall coordinate his work with d 1 all other trades. Do not Scale drawings for fixture or device locations. Verify all fixture, outlet& t ' equipment locations with Architect aridlor©wirer prior to commencing work. Coordinate all work with:. Architectural, Kitchen Cabinet and Vanity drawings as well as all Appliance and Equipment locations. s, Electrical system is to provide adequate service and circuits for all imposed loads and equipment ti l -. as required or directed by the Owner. 2 J ' U`T' ca 1 j ,i 4. Wiring Methods: t r l Above.,31ab, use "ROMEX" or"BX where permitted by National, State and Local codes. Buried or run in slab, use rigid conduit. 5. Conduit where required, shall be galvanized q , g anized and sized in accordance with National Electric Code. a 1 r . Provide lights to all crawl space and attic areas on switches adjacent to access openings. ' r 41 7. Provide Decors style switches, receptacles,telephone, cable media & "monster" for computer anil HDM1 devices with respective covers in colors as directed by the Owner. ,;w .F; 6. All recessed Lighting to be controlled with dirnmer devices as directed by Owner, �j. Provide Ground Fault protection circuit breakers or devices for all exterior and "W.P," rece tacle sinks anci as ttherwise repraired, p r 3 s t 10. Provide `, adequate receptacles and connections for all appliances as well as venting of exhaust fans { f to the exterior of the building. L_1 411( F d r--4 1� 11. All fixtures are to beequipped with 130 volt"watt raiser" lamps where applicable. 11. Electrical Contractor shall install all devices,fixtures and equipment supplied by the Owner, 13. Contractor to rough in and prewire for cats, audiolintercorrr, dedicated computer wiring and sound system as directed by owner. x 14. Contractor to furnish and install carbon monoxide and gas detectionialarm systems in compliance _ _ _..E 4 !' I with all National, State, County and Local codes or requirements. 15, Electrical Contractor shalt furnish a Certificate of Inspection frorn the Board of Fire underwriters on completion p rt letio of the work under lies contract. Such certificate shall indicate the approval of the ; u i Lei, 3 work installed and of the complete electrical system. 1t3. It is the intent tent of the drawings and Specifications to provide a complete and operational electrical systc rrr weather details of same err: shown or implied. All labor p b and materials required to produce this end result shall be included in Contractor's bid. LA 7. Any retarencea to "as per Owner" or "as directed lay Owner" refers to George or Gus Zachariadis. . .- w. w . A. b"TH"ANC3 LA architect Lc�n �.! +�I i� M� Cam. � ,++�•.. i A-bo 9 t _,.... . 1230 Traveler et, P.O.Box 1412 _ ' Southold, York 11971 DATE , ._ p 4 sl 015244 ' RTF OF n►O'�° ph. 1a31 - 7£5 - 5455, N. 631 - 765 - 5490 A,,,4*0 ai'chi UiIE!"It t net _ �. ..»....�.e^.,T..:..a.....,.. � i - f 1�;. _ y,. `}y .._..._,._ m$a..,. -..M d�' :3w �«� i~ d fw`"a, �, '"` .. ,4 L * '.....6—•1/ .W «.+r, i...� ', � t t 3 T F k j �� cw ✓ a x< _ c} 1fr7� b � a m q�q. r. L .. i - I ( A.1"7 Y^l } ' s P s ij, �# _. E _ SITE DATA x, , �__:. . � llx2 `_ SITE AREA 0.459 ACRES . 20,000 SQ. FT 4. TAX MAP# 1000 - 106 -07 - 0 ci FILED MAP DATA MAP OF SUNSET KNOLLS ' SECTION TWO r � FILED APRIL 9, 1970 AS + f MATTITUCI ; TOWN OF SOUTHOLD s SUFFOLK COUNTY, NEW YORK ZONING R-401R SID NTIA . ._ FLOOD,BONE dj WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY > ..• USE 9 {{ %- }E EXISTING SINGLE FAMILY Y DWELLING PROPOSED SINGLE FAMILY DWELLING Ms r, _ >; ' 2196 RUTH ROAD P.O-BOX 390 MATTITUCFC, NY 1152 EXISTING BUILDING AREA HOUSE 2,1€17 SQ. FT. ' DECK 218 SQ. FT, ROOF OVER PATIO 264 SQ. FT. STORAGE SHED 96 Sty. FT, 2,765 SQ. FT. €I N' PROPOSED BUILDING AREA y I EXISTING HOUSE 2,187 SQ.`FT. EXISTING DECK 218 SCE. FT. ' EXISTING ROOF OVER PATIO 24 SCE, FT. EXISTINGSTORAGE SHED 96 SQ. FT. ADDITIONS TO HOUSE 487 SQ. FT, NEW PATIO WITH PERGOLA 200 SQ. FT, a _ _ 3,452 SQ. FT, 1 LOT COVERAGE EXISTING 13.8% PROPOSED 17.3% AU eqV J��11 V z 0 ZBA FTINAL MAP SJ SEE DECJSION NOTE : .. TITLE , I r '�, - r r THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN T D AROy/TSTRANG I FROM A SURVEY MADE BY YOUNG YOUNG, LAND SURVEYORS STRq Fc� � � � � # � I~ , s RIVERHEAD, NEW Y" RK LOCATIONrchitect I �� DATED: MAY 7,1971 F'tEVlSEC4:'DECEMgE 2, 1971 `1- L ' � !�._._ 1--A � ... �"` _.. . DATA FROM SOUTH PLC?TOWN BUILDING DEPARTMENT RECORDS SEAL � �� � AND ACTUAL FIELD MEASUREMENTS MADE APRIL 27, 20, 12 TravelerStreet, P.O.B x 14 Southold, kr York �a r� � s 015244 FLOOD ZONE FROM FIRM 36103CO1391I TgTE y0 pit. - 765 - 5455, f . 631 - 765 _ 5490 DRAWN By � € OF NEW SEPTEMBER 25, 00 4 rchit s���uixnel, � I � T�c€` >